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Attachment 2: Kld TR-631, Rev. 0, Quad Cities Generating Station Development of Evacuation Time Estimates, Page J-1 Through End
	ML14128A173
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Site:	Quad Cities
Issue date:	04/08/2014
From:	; KLD Engineering, PC
To:	; Office of Nuclear Material Safety and Safeguards, Office of Nuclear Reactor Regulation
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ML14128A158	List: ML14128A170; ML14128A172; ML14128A173; ML14128A174; ML14128A175; ML14128A178; ML14128A179; ML14128A180; ML14128A181; RS-14-014, Attachment 1: Kld TR-633, Rev. 0, LaSalle County Generating Station Development of Evacuation Time Estimates, Cover Through Page 5-21; RS-14-014, Attachment 1: Kld TR-633, Rev. 0, LaSalle County Generating Station Development of Evacuation Time Estimates, Page 6-1 Through Page C-15; RS-14-014, Attachment 1: Kld TR-633, Rev. 0, LaSalle County Generating Station Development of Evacuation Time Estimates, Page D-1 Through Page H-24; RS-14-014, Attachment 1: Kld TR-633, Rev. 0, LaSalle County Generating Station Development of Evacuation Time Estimates, Page J-1 Through End; RS-14-014, Attachment 2: Kld TR-631, Rev. 0, Quad Cities Generating Station Development of Evacuation Time Estimates, Cover Through Page 5-21; RS-14-014, Attachment 2: Kld TR-631, Rev. 0, Quad Cities Generating Station Development of Evacuation Time Estimates, Page 10-1 Through Page G-5; RS-14-014, Attachment 2: Kld TR-631, Rev. 0, Quad Cities Generating Station Development of Evacuation Time Estimates, Page 6-1 Through Page 9-3; RS-14-014, Attachment 2: Kld TR-631, Rev. 0, Quad Cities Generating Station Development of Evacuation Time Estimates, Page H-1 Through Page H-39; RS-14-014, Attachment 2: Kld TR-631, Rev. 0, Quad Cities Generating Station Development of Evacuation Time Estimates, Page J-1 Through End; RS-14-014, LaSalle, Units 1 & 2 and Quad Cities, Units 1 & 2, 10 CFR 50, Appendix E - Evacuation Time Estimate Analysis Information;
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	RS-14-0145 KLD TR-631, Rev 0
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APPENDIX J Representative Inputs to and Outputs from the DYNEV II System J. REPRESENTATIVE INPUTS TO AND OUTPUTS FROM THE DYNEV II SYSTEM This appendix presents data input to and output from the DYNEV II System. Table J-1 provides the volume and queues for the ten highest volume signalized intersections in the study area.Refer to Table K-2 and the figures in Appendix K for a map showing the geographic location of each intersection.

Table J-2 provides source (vehicle loading) and destination information for several roadway segments (links) in the analysis network. Refer to Table K-1 and the figures in Appendix K for a map showing the geographic location of each link.Table J-3 provides network-wide statistics (average travel time, average speed and number of vehicles) for an evacuation of the entire EPZ (Region R03) for each scenario.Table J-4 provides statistics (average speed and travel time) for the major evacuation routes -US 61, Interstate 80, Interstate 88, and Interstate 74 -for an evacuation of the entire EPZ (Region R03) under Scenario 1 conditions.

Average speeds along all major evacuation routes are essentially free-flowing during the entire evacuation due to the absence of traffic congestion along these routes; see Figures 7-3 through 7-8.Table J-5 provides the number of vehicles discharged and the cumulative percent of total vehicles discharged for each link exiting the analysis network, for an evacuation of the entire EPZ (Region R03) under Scenario 1 conditions.

Refer to Table K-1 and the figures in Appendix K for a map showing the geographic location of each link.Figure J-1 through Figure J-14 plot the trip generation time versus the ETE for each of the 14 Scenarios considered.

The distance between the trip generation and ETE curves is the travel time. Plots of trip generation versus ETE are indicative of the level of traffic congestion during evacuation.

For low population density sites, the curves are close together, indicating short travel times and minimal traffic congestion.

For higher population density sites, the curves are farther apart indicating longer travel times and the presence of traffic congestion.

As seen in Figure J-1 through Figure J-14, the curves are spatially separated as a result of the traffic congestion within Clinton, which was discussed in detail in Section 7.3.Quad Cities Generating Station J-1 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 Table J-1. Characteristics of the Ten Highest Volume Signalized Intersections Max Appoac Tt I0ur Ineseto (u Volum Queue -Node Loato Coto Noe (Vh --409 956 8 410 Mill Creek Pkwy &13th Ave N Actuated 411 2,758 49 603 2,815 60 TOTAL 6,529 556 3,196 213 557 SR-136 & 16th St NW t580 3,260 1273 Actuated 50 320 17 TOTAL 6,456 -132 4,209 270 133 N 3rd St & 13th Ave N Actuated 414 892 116 552 1,284 123 TOTAL 6,385 -135 2,963 657 554 1,476 318 136 US-67 & SR-136 Actuated 579 19 0 953 1,030 299 TOTAL 5,488 -215 1,603 46 216 SR-84 & SR-136 Actuated 538 3,728 27 217 27 0 TOTAL 5,358 360 3,541 339 TCP-361 Route Z36 & SR-136 Actuated 577 1,697 123 TOTAL 5,238 -58 1,535 0 60 3,651 0 59 SR-5 & Crosstown Ave Actuated 66 0 0 663 0 0 TOTAL 5,186 -61 1,553 0 62 SR-5 & 158th St N Actuated 63 3,612 0 662 18 0 TOTAL 5,183 -552 3,982 257 TCP-535 SR-5 & N 2nd St Actuated 135 1,190 321 TOTAL 5,172 -64 3,540 0 809 SR-5 & Morton Dr. Actuated 63 1,564 0 810 47 0 TOTAL 5,151 J-2 KLD Engineering, P.C.Quad Cities Generating Station Evacuation Time Estimate J-2 KLD Engineering, P.C.Rev. 0 Table J-2. Sample Simulation Model Input Vehicles0 I .Entering-0..0 8221 1,700 317 94 N 3 8145 J 1,700 8596 1,700 210 37 NW 8024 4,500 8028 4,500 8125 1,700 752 114 NE 8221 1,700 8145 1,700 8596 1,700 988 552 NE 8578 1,700 8635 1,700 339 154 NE 8484 1,700 8095 4,500 3 21 E 8484 1,700 8024 4,500 474 17 W 8028 4,500 8027 4,275 8635 1,700 676 21 SE 8484 1,700 901 37 SW 8270 2,850 8312 2,850 1043 100 S 8664 1,300 Quad Cities Generating Station Evacuation Time Estimate J-3 KLD Engineering, P.C.Rev. 0 Table J-3. Selected Model Outputs for the Evacuation of the Entire EPZ (Region R03)Network-Wide Average Travel Time (Min/Veh-Mi) 2.4 2.7 2.4 2.6 2.6 2.4 2.8 Network-Wide Average 25.2 22.0 25.2 22.8 22.8 24.6 21.8 Speed (mph)Total Vehicles Exitin Network 48,690 48,958 47,466 48,160 40,172 49,237 49,486 Exiting Network Network-Wide Average 2.9 2.3 2.6 2.7 2.6 2.6 2.5 Travel Time (Min/Veh-Mi)

Network-Wide Average 20.6 26.1 23.2 22.2 23.3 22.7 24.5 Speed (mph)Total Vehicles 49,664 46,443 46,344 46,792 39,298 41,396 48,731 Exiting Network Quad Cities Generating Station Evacuation Time Estimate J-4 KLD Engineering, P.C.Rev. 0 Table J-4. Average Speed (mph) and Travel Time (min) for Major Evacuation Routes (Region R03, Scenario 1)US 61 South 22.9 58.6 23.5 59.1 23.3 59.6 23.1 53.3 25.8 US 61 North 23.0 60.0 23.0 59.0 23.4 59.2 23.3 60.0 23.0 1-80 Eastbound 17.8 69.8 15.3 70.0 15.2 70.0 15.2 70.0 15.2 1-80 Westbound 17.8 70.0 15.3 70.0 15.3 70.0 15.3 70.0 15.3 1-74 Eastbound 4.7 75.5 3.7 75.4 3.7 75.5 3.7 75.5 3.7 1-74 Westbound 4.7 70.0 4.0 69.9 4.0 70.0 4.0 70.0 4.0 1-88 Eastbound 24.1 70.0 20.7 70.0 20.7 70.0 20.7 70.0 20.7 1-88 Westbound 24.1 70.0 20.7 70.0 20.7 70.0 20.7 70.0 20.7 Quad Cities Generating Station Evacuation Time Estimate J-5 KLD Engineering, P.C.Rev. 0 Table J-5. Simulation Model Outputs at Network Exit Links for Region R03, Scenario 1 Cumulative Vehicles Discharged by the Indicated Time CumlatvePercent of Vehicles Discharged by the Indicated Time 254 758 933 1,070 54 t. *2%2%2%2%58 1,512 3,627 4,391 4,608 13% 11% 10% 9%105 1,702 3,820 4,410 4,420 14% 11% 10% 9%123 1,330 3,137 3,645 3,653 11% 9% 8% 8%197 830 1,690 2,029 2,029 7% 5% 5% 4%973 2,528 4,065 4,539 2 8% 8% 9% 9%1,096 2,669 3,767 3,933 9% 8% 8% 8%391 178 762 919 930 1% 2% 2% 2%94 435 523 529 437 1% 1% 1% 1%122 577 702 712 1% 2% 2% 1%98 409 507 518 504 1% 1% 1% 1%531 699 2,384 4,069 5,237 6% 7% 9% 11%125 452 519 523 672 1% 1% 1% 1%103 394 462 466 1% 1% 1% 1%684 54 218 259 261 0% 1% 1% 1%922 2,377 3,776 4,873 8028%7 8% 7% 8% 10%67 297 358 361 1% 1% 1% 1%1078 60 178 202 203 1% 1% 0% 0%1138 552 1,870 2,595 2,713 1 5% 6% 6% 6%Quad Cities Generating Station Evacuation Time Estimate J-6 KLD Engineering, P.C.Rev. 0 Cumulative Vehicles Discharged by the Indicated Time Cumulative Percent of Vehicles Discharged by the Indicated Time]305 1,226 1,531 1,548 1142 3%4%3%3%191 768 951 965 2% 2% 2% 2%202 931 1,127 1,139 2% 3% 3% 2%498 2,166 2,917 3,451 1169____4% 6% 7% 7%J-7 KLD Engineering, P.C.Quad Cities Generating Station Evacuation Time Estimate 1-7 KLD Engineering, P.C.Rev. 0 ETE and Trip Generation Summer, Midweek, Midday, Good (Scenario 1)-Trip Generation m ETE 100%(A U80%0 60%40%0%0 30 60 90 120 150 180 210 240 270 Elapsed Time (min)Figure J-1. ETE and Trip Generation:

Summer, Midweek, Midday, Good Weather (Scenario 1)ETE and Trip Generation Summer, Midweek, Midday, Rain (Scenario 2)-Trip Generation mETE a, a,'I 4-0 I-4-0 4-C a, U a, 0.100%80%60%40%20%_00ýZOOF- 00ýL.OOOOP 0%0 30 60 90 120 150 Elapsed Time (min)180 210 240 270 Figure J-2. ETE and Trip Generation:

Summer, Midweek, Midday, Rain (Scenario 2)Quad Cities Generating Station Evacuation Time Estimate J-8 KLD Engineering, P.C.Rev. 0 ETE and Trip Generation Summer, Weekend, Midday, Good (Scenario 3)-Trip Generation

-ETE 03 U 03 4-0 I-.4-0 4-C 03 U 03 a.100%80%60%40%20%0%0 30 60 90 120 150 Elapsed Time (min)180 210 240 270 Figure J-3. ETE and Trip Generation:

Summer, Weekend, Midday, Good Weather (Scenario 3)ETE and Trip Generation Summer, Weekend, Midday, Rain (Scenario 4)-Trip Generation

-ETE M IA 0 03 I,-0.100%80%60%40%20%/ Oeeoooooeoýý 0%v 0 30 60 90 120 150 Elapsed Time (min)180 210 240 270 Figure J-4. ETE and Trip Generation:

Summer, Weekend, Midday, Rain (Scenario 4)Quad Cities Generating Station Evacuation Time Estimate J-9 KLD Engineering, P.C.Rev. 0 Summer, ETE and Trip Generation Midweek, Weekend, Evening, Good (Scenario 5)-Trip Generation

-ETE:E 4., 0 4-C 100%80%60%40%20%'00ý/r _0000ý.00000r, 0%020 27 30 60 90 120 150 Elapsed Time (min)180 210 240 270 Figure J-5. ETE and Trip Generation:

Summer, Midweek, Weekend, Evening, Good Weather (Scenario 5)ETE and Trip Generation Winter, Midweek, Midday, Good (Scenario 6)-Trip Generation -ETE 100%VI-c (U 4-4-80%60%40%20%0%'0000ý0 30 60 90 120 150 Elapsed Time (min)180 210 240 270 Figure J-6. ETE and Trip Generation:

Winter, Midweek, Midday, Good Weather (Scenario 6)Quad Cities Generating Station Evacuation Time Estimate J-10 KLD Engineering, P.C.Rev. 0 ETE and Trip Generation Winter, Midweek, Midday, Rain (Scenario 7)-Trip Generation -ETE 4A'U 0 4-CD 100%80%60%40%20%ý.Oýzooor" _4000ý'0/100" Oeo-0000 0%0 30 60 90 120 150 Elapsed Time (min)180 210 240 270 Figure J-7. ETE and Trip Generation:

Winter, Midweek, Midday, Rain (Scenario 7)ETE and Trip Generation Winter, Midweek, Midday, Snow (Scenario 8)-Trip Generation mETE 0 4.100%80%60%40%20%'10410ý" 0%0 30 60 90 120 150 180 Elapsed Time (min)210 240 270 300 330 Figure J-8. ETE and Trip Generation:

Winter, Midweek, Midday, Snow (Scenario 8)Quad Cities Generating Station Evacuation Time Estimate J-11 KLD Engineering, P.C.Rev. 0 ETE and Trip Generation Winter, Weekend, Midday, Good (Scenario 9)-Trip Generation -ETE 100%%, CU a, 80%60%40%20%0%0 30 60 90 120 150 Elapsed Time (min)210 240 270 180 Figure J-9. ETE and Trip Generation:

Winter, Weekend, Midday, Good Weather (Scenario 9)ETE and Trip Generation Winter, Weekend, Midday, Rain (Scenario 10)-Trip Generation -ETE IA (U 4-0 100%80%60%40%20%0%0 0 60 9 12 15 18 21 24 27 0 30 60 90 120 150 Elapsed Time (min)180 210 240 270 Figure J-10. ETE and Trip Generation:

Winter, Weekend, Midday, Rain (Scenario 10)J-12 KID Engineering, P.C.Quad Cities Generating Station Evacuation Time Estimate J-12 KLD Engineering, P.C.Rev. 0 ETE and Trip Generation Winter, Weekend, Midday, Snow (Scenario 11)-Trip Generation -ETE 100%80%:E S60%0 0 40%a'U 20%0%0 30 60 90 120 150 180 210 240 270 300 330 Elapsed Time (min)Figure J-11. ETE and Trip Generation:

Winter, Weekend, Midday, Snow (Scenario 11)ETE and Trip Generation Winter, Midweek, Weekend, Evening, Good (Scenario 12)-Trip Generation mETE 4A a'0 100%80%60%40%20%Oeeooooo'L.404r.0000F, 0%0 30 60 90 120 150 Elapsed Time (min)180 210 240 270 Figure J-12. ETE and Trip Generation:

Winter, Midweek, Weekend, Evening, Good Weather (Scenario 12)i-13 KLD Engineering, P.C.Quad Cities Generating Station Evacuation Time Estimate J-13 KLD Engineering, P.C.Rev. 0

@1 0 0)100%80%60%40%20%0%ETE and Trip Generation Summer, Midweek, Weekend, Evening, Good, Special Event (Scenario 13)-Trip Generation -ETE I I I l i 0 0 0 30 60 90 120 150 Elapsed Time (min)180 210 240 270 Figure J-13. ETE and Trip Generation:

Summer, Midweek Weekend, Evening, Good Weather, Special Event (Scenario 13)ETE and Trip Generation Summer, Midweek, Midday, Good, Roadway Impact (Scenario 14)-Trip Generation

-ETE In a, U-C a,'I'U 0 I-0 4-C a, U a, a.100%80%60%40%20%0 30 60 90 120 150 180 210 240 270 Elapsed Time (min)0%Figure J-14. ETE and Trip Generation:

Summer, Midweek, Midday, Good Weather, Roadway Impact (Scenario 14)Quad Cities Generating Station Evacuation Time Estimate J-14 KLD Engineering, P.C.Rev. 0 APPENDIX K Evacuation Roadway Network K. EVACUATION ROADWAY NETWORK As discussed in Section 1.3, a link-node analysis network was constructed to model the roadway network within the study area. Figure K-1 provides an overview of the link-node analysis network. The figure has been divided up into 31 more detailed figures (Figure K-2 through Figure K-32) which show each of the links and nodes in the network.The analysis network was calibrated using the observations made during the field survey conducted in January, 2014. Table K-1 lists the characteristics of each roadway section modeled in the ETE analysis.

Each link is identified by its road name and the upstream and downstream node numbers. The geographic location of each link can be observed by referencing the grid map number provided in Table K-1. The roadway type identified in Table K-1 is generally based on the following criteria: " Freeway: limited access highway, 2 or more lanes in each direction, high free flow speeds" Freeway ramp: ramp on to or off of a limited access highway" Major arterial:

3 or more lanes in each direction" Minor arterial:

2 or more lanes in each direction* Collector:

single lane in each direction" Local roadways:

single lane in each direction, local roads with low free flow speeds The term, "No. of Lanes" in Table K-1 identifies the number of lanes that extend throughout the length of the link. Many links have additional lanes on the immediate approach to an intersection (turn pockets);

these have been recorded and entered into the input stream for the DYNEV II System.As discussed in Section 1.3, lane width and shoulder width were not physically measured during the road survey. Rather, estimates of these measures were based on visual observations and recorded images.Table K-2 identifies each node in the network that is controlled and the type of control (stop sign, yield sign, pre-timed signal, actuated signal, traffic control point) at that node.Uncontrolled nodes are not included in Table K-2. The location of each node can be observed by referencing the grid map number provided.Quad Cities Generating Station K-1 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 N oosi Lake Thomson------- -- Chadotte-

... ..MVun I Moroo-7--~~~ / j ; ~ 1on L Prop et&I wn;i " t__4il Legend .i.,, NodeCe n i a i o a s t-Link 49 1/

.2, 5, 10 Mile Rins bE --J._ .,r ShaowRegion 10D Figure K-1. Quad Cities Generating Station Link-Node Analysis Network Quad Cities Generating Station K-2 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 148Th St~-1155TIh st 165 h Sit 140Th St ie: 14ýZ St Grid/175Th St 920 1 19OTh St 19OTh St- E63 921 197Th St Figure K-2. Link-Node Analysis Network -Grid 1 Quad Cities Generating Station Evacuation Time Estimate K-3 KLD Engineering, P.C.Rev. 0 140Th St (~I 149Th"156Th st 160Th St 574 1hOT?,?!St r County Hwy E5h Gri 2 St 572 190Th, St'0;90Tlh St_Maquoketa1 Rd Cor1 w ý62 894 190Th St 200Th SI Figure K-3. Link-Node Analysis Network -Grid 2 Quad Cities Generating Station Evacuation Time Estimate K-4 KLD Engineering, P.C.Rev. 0

_____ __ _ _____ ____ ____17 0 N 050 14STh St-------150Th St S'571 N570 I569, 565 566~19bTh 8596 160Th St 1659h St 595 4 1 G r id 593,_1_ T 170Th St-5-945921 597!'I9 5891 564 190Th St 190,th \ 190th 587 I.... ...... .......I .11-6L 542754(585ij St 200Th5 St Legend Keyrnp Quad Cities Generating Station Evacuation Time Estimate QC 2,5,10,15 Mite Rings Link-Node Analysis Network Figures a Node Water-0ý , Link j -__I Index Grid G rid 3 Shadow Region I Sub-area 0 0.5 1 L.L L.L -L 0j 0 Mls Figure K-4. Link-Node Analysis Network -Grid 3 Quad Cities Generating Station Evacuation Time Estimate K-5 KLD Engineering, P.C.Rev. 0 Q/SOTh St 164Th 0~8145~4 144 I zl/ 11 I Figure K-5. Link-Node Analysis Network -Grid 4 Quad Cities Generating Station Evacuation Time Estimate K-6 KLD Engineering, P.C.Rev. 0 197Th St 210Th St 22Th St I 210Th St 336 Gr'id 5%230Th St 238Th St 240Th St! N 255Th Stl Figure K-6. Link-Node Analysis Network -Grid 5 Quad Cities Generating Station Evacuation Time Estimate K-7 KLD Engineering, P.C.Rev. 0 197Th St 200Th St* 205ThS 407, LA9 235Th St 330 1A7 Figure K-7. Link-Node Analysis Network -Grid 6 K-8 KLD Engineering, P.C.Quad Cities Generating Station Evacuation Time Estimate K-8 KLD Engineering, P.C.Rev. 0 894 190 Th St ---- ------ ------- -j,'89 190Th SI h 200Th St"'I.5 359, J F12 408-----------------

_____J____ , ai-45 _30Th St 235Th St 401i 358 220Th St.5 Gri 7 1 13 5 7 County Hwy F14 F14 230Th 2Nd AsS S J * -....IA9 r, V 4 N IAll S 240Th St 9421 Hwghay ? 356 30 100 _.:,_Harts Mill 30 Rd 1 Z41 97 96 UsHr03 01355 I R 622 IA7 ! ..i 5 1A`-i7ý *-Ad83 832 831L4 260Th 21 ....1.. ..... 4-.---. .St T 1~ A I 353.Legend Keymap Quad Cities Generating Station Evacuation Time Estimate*-Q- 2,5,10,15 Mie Rings Link-Node Analysis Network Figures* Node Water-j", Link I Index Grid -Grid 7 Shadow Region I Sub-area L -4 L 0 0. 1 MiGrid Lb.[~ ~ iiiAJ o. Mil..es Figure K-8. Link-Node Analysis Network -Grid 7 K-9 KLD Engineering, P.C.Quad Cities Generating Station Evacuation Time Estimate K-9 KLD Engineering, P.C.Rev. 0 Figure K-9. Link-Node Analysis Network -Grid 8 K-b KLD Engineering, P.C.Quad Cities Generating Station Evacuation Time Estimate K-10 KLD Engineering, P.C.Rev. 0 Figure K-10. Link-Node Analysis Network -Grid 9 Quad Cities Generating Station Evacuation Time Estimate K-il KLD Engineering, P.C.K-11 KLD Engineering, P.C.Rev. 0

/Z 219 Rd I) '- 8\, 2148 Sc ,hafere VRd-' < .... ... t "i ' 872 3Rd 4ThAve 7h A- .860 '769 i ds. Avet i'3e Ti E-1 12Th 7e 538* NdWAterpj Av..ik L 2 ne 2rid~ v IGri 1 a is ba Big-1-A w -2ThAve-55 .Fiur I-1 LikNd Anaysi 1ew r -136 O, ua d KeitiesQudGCnteraGnergingtSatiooEvacatio Tim EstimaeernPC 1t N ie " ate R7 0-A- 7in 2iine Gi_ _ _ _ 214/0_ _Shaow egin tI ub-reaLLL LJ _____________

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Mile FiueK -l.Ln-oeAayi ewr rd1 Quad~~~~~~~~~~~14 CiisGnrtnAtto K1-L niernPC Evauaton imeEstmat Re.2 Figure K-12. Link-Node Analysis Network -Grid 11 K-13 KLD Engineering, P.C.Quad Cities Generating Station Evacuation Time Estimate K-13 KLD Engineering, P.C.Rev. 0 Grid 12 Hazel Rd 11.4 I Figure K-13. Link-Node Analysis Network -Grid 12 K-14 KLD Engineering, P.C.Quad Cities Generating Station Evacuation Time Estimate K-14 KLD Engineering, P.C.Rev. 0 Loron Rd Wnion Grove Rd Rd Rhck Rd 3:1 770 Hazel Rd Cour Rd Of I Figure K-14. Link-Node Analysis Network -Grid 13 Quad Cities Generating Station Evacuation Time Estimate K-15 KLD Engineering, P.C.Rev. 0 Figure K-15. Link-Node Analysis Network -Grid 14 K-16 KLD Engineering, P.C.Quad Cities Generating Station Evacuation Time Estimate K-16 KLD Engineering, P.C.Rev. 0 Figure K-16. Link-Node Analysis Network -Grid 15 Quad Cities Generating Station Evacuation Time Estimate K-17 KLD Engineering, P.C.Rev. 0 Figure K-17. Link-Node Analysis Network -Grid 16 K-lB KLD Engineering, P.C.Quad Cities Generating Station Evacuation Time Estimate K-18 KLD Engineering, P.C.Rev. 0 l4'--f1 s-r _"- f 44Th Ave S 21.1St Ii £834 ~~833 832T3~~-3I 353!2 710Th St County Hwy F21 27OTh St I1 5 QTh St 275Th t 275Th W 3Rd St 189 2780Th St i t i 1A3 .187* I° 188 1 0411-0 ......2 92d; 389 924 182 183 .0,00'i 390 I0 , I'..." // [ " A 388 180i G id i 222Nd Ae N 1794I 178.2Th St 146 -2 hAV N 286Th St 1A4 i2 262Nd St IT 280Th St N* ~~~~~~ ~L~ // A .i!:i ,8rAve, N 3674h 38 A 14 7 222'.0 14 A 270Th 382 8Th Av N St '.l ~ .... -.7 Legend Keym.p Quad Cities Generating Station Evacuation Time Estimate* QC 2,5,10,15 Mite Rings [... Link-Node Analysis Network Figures* Node Water--1ý Link I----_ Index Grid o-. Grid 17....' ', 7i ,G id 1 Shadow Region ij Sub-area [ -L.LLLL jJ o0.5 Figure K-18. Link-Node Analysis Network -Grid 17 Quad Cities Generating Station K-19 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 44T7 .Ave. ..........

S 3 21 St St 619 --192T Sthi e 2 9Th-St...

gL "9 9 cF. \ x' rh A,.T. +/7 A ,hg 4 0 ,91 ",06~W3R18 196 _...-24 2 8 Sto , R 250T0 623 1 th2dhv N J!. : 1 841 189I Ofdaf .... ..G d St 84*lI QOC i 1 7' 20 2,5101eMl Rnsh 1 i Lik-oe nli Newr Figue-, Ln L+: i Grid ...T ..i .Sao Rei on Su-ae LLL I ____ ,_______t as 71,17 1 20dF!!D ýý5 418 2 T 8 _0 .. ...... 4 , ,J ,'.... ... ... ...I ..... .. ..... ... ... ....... ... .: V ,to mon ....... ....... .. +Nod Waer '+-XGGrii1

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ub .... +779 Thrn Rd Figure K-19. Link-Node Analysis Network -Grid 18 Quad Cities Generating Station K-20 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 2 0 7 , ~ 4 r R 4151 j~ThA ONýon mSt 418' I Bunker -HillR 14119 oar 11.1i I I........ L.Pa Gwde RddW kneronRd N: Harvey Rd Po.& Rd IL4 Stone St'r"--N*01 a, Ri iF~1~V Bunker- h-I______ I 61100MOCKS 1L2 Rd Rd Sit\"Gaul'II 782 1al 4.44202 Grid'9 421 T hone Rd&422:L5 423 4241 op .G a ulfrap p & 4 2 5 SRdDo J 428 Rock Rd 427 .0*428 A 429 Anderson Rd to Stropes, Rd 83.Legend Key,..p Quad Cities Generating Station Evacuation Time Estimate* QDC 2,5, 10, 15 Mite Rings Link-Node Analysis Network Figures FiIZ I*Node Water --W, Un: [2I Index Grid Grid 19 Shadow Region 4 Sub-area .40" 0 1 Mles Figure K-20. Link-Node Analysis Network -Grid 19 Quad Cities Generating Station Evacuation Time Estimate K-21 KLD Engineering, P.C.Rev. 0 Figure K-21. Link-Node Analysis Network -Grid 20 Quad Cities Generating Station Evacuation Time Estimate K-22 KLD Engineering, P.C.Rev. 0 I Figure K-22. Link-Node Analysis Network -Grid 21 Quad Cities Generating Station Evacuation Time Estimate K-23 KLD Engineering, P.C.Rev. 0 892 '373 270Th St 3701 I 3711 VAB Nj"'I I 260Th St 374, 270Th St /2677T 257Th St7 F4.1 250Th St UA6 SI 235Th S.4- 4, 0 4-.4 IN 380 3 7 5~r&250Th St-~4,.281 4oTh 280 -240Th St U2 303, i s i t 287 304'30 4 / St A/305i__1~Grid 22 tz 2251 S UA12 2932 292.4 220Th St I-lmiet:-A:/302/County Hwy F55 F55, if 210th N 294 J---76J 27Th St 27'1 A"--'MtjoyAve 1 274 1273 4-272 76Th ~S"ene A Road 256 at S S205Th hR, 2 Madi-n 255y, 205t"1 257 4""-i705 A aL 38.257t 20/m?827 36 J682, 2o5tGrt9DrWS 296 7 0 7.Ta95h-Legend Kevmap Quad Cities Generating Station Evacuation Time Estimate QDC 2,5,10,15 Mile Rings , Link-Node Analysis Network Figures* Node Water-o' Unink I_ Index Grid d22 Shadow Region o .Ms ..Sub-area LL Li_______

eMoorl,4eIs Figure K-23. Link-Node Analysis Network -Grid 22 Quad Cities Generating Station Evacuation Time Estimate K-24 KLD Engineering, P.C.Rev. 0 Figure K-24. Link-Node Analysis Network -Grid 23 Quad Cities Generating Station Evacuation Time Estimate K-25 KLD Engineering, P.C.Rev. 0 781 IL3 145Thý,,e 491 13 M iAve N N 05 138Th AvgN Grid k Ni 108Th Ave N Z 801 161St Ave N~N 1L6 Z !05 j5!SOTh Ave N 73RdAve N Figure K-25. Link-Node Analysis Network -Grid 24 Quad Cities Generating Station Evacuation Time Estimate K-26 KLD Engineering, P.C.Rev. 0

-V q 782 400762 491 IL3 136Th A T4 L2 I Stropes Rd IL5 838 -S --- -;Evp Star Rd _4,87 0 88$836 88 89 dll.O!I* ll -mmm 64.49:! 802..171 1N 108Th A N 94Th Ave N 202 46COrdev8 Rd 49 I 5,00 43495 ...498 44 184 ~ {49 R 504'1 0 5 507 1 803 506 55 lNd eN/Fargo Rd '509 .51 I 510 ML6 82 ~ 512 rt 05 Nt Z53 rj4 c: St:~y2: ~ i 739 56 1 47 4 81 i" State H wy 2 e'17 I 5037P 4k 80 ,.A,,i / .slow.++462 78 Thb465 464 lo+:439 N3 90Th Ave Legend Keym ap Quad Cities Generating Station Evacuation Time Estimate QC 2,5,10, 15 M-i.e Rings -V Link-Node Analysis Network Figures Node Water-b-, Unk IIndex Grid Shadow Region Sub-area L "L E 0 Grid 21 L_:LL:LJ0 3 Miles Figure K-26. Link-Node Analysis Network -Grid 25 Quad Cities Generating Station Evacuation Time Estimate K-27 KLD Engineering, P.C.Rev. 0 Figure K-27. Link-Node Analysis Network -Grid 26 Quad Cities Generating Station Evacuation Time Estimate K-28 KLD Engineering, P.C.Rev. 0 Figure K-28. Link-Node Analysis Network -Grid 27 Quad Cities Generating Station Evacuation Time Estimate K-29 KLD Engineering, P.C.Rev. 0 Figure K-29. Link-Node Analysis Network -Grid 28 K-30 KLD Engineering, P.C.Quad Cities Generating Station Evacuation Time Estimate K-30 KLD Engineering, P.C.Rev. 0 I,251 \swn,- -II ad --- 7.--- .-------S65' 6)I 37 838 A 234 t 651 IL6 639 'b e -642 1A12 401 tt'. 442,' 64 4 643 853 23 642 241 3 8 54 41 804.I. 4112, 652 fO6ir *4 'ie ii 6"'I li1 81I I .... I 710 663., r Us 6 7 7X. -°'VII 1- 1 -ý 3 6565.4.5'1 2 A...... .. 49 Th -"e ly 7-1. 43o9/fPt.de

\J- " " :. : =1 4. Rd t4v fq946967 65 455.* d.5 ' -5Th 1 ' I 510 10 ateHw Shadow Reio £ n---Ma n-L-'5\w] O Olo Mht ,I St %.to,,,'R/659 456 SW-A~Knyea Qud itis eneatng taionEvcuaio Tie stiat*~ ~ 4O 721,5 ieRnsLn-NoeAayssNtor iue L~~~~~~ c,_______Mls

5 Figure K-30. Link-Node Analysis Network -Grid 29 Quad Cities Generating Station K-31 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 Figure K-31. Link-Node Analysis Network -Grid 30 Quad Cities Generating Station Evacuation Time Estimate K-32 KLD Engineering, P.C.Rev. 0 Figure K-32. Link-Node Analysis Network -Grid 31 K-33 KLD Engineering, P.C.Quad Cities Generating Station Evacuation Time Estimate K-33 KLD Engineering, P.C.Rev. 0 Table K-1. Evacuation Roadway Network Characteristics 1 1 3 US 61 FREEWAY 804 3f1)10 2250 60 21 2 1 25 US 61 FREEWAY 1351 2 210 2250 6027 3 2 478 MOLINE RD COLLECTOR 1310 1 10 4 1575 35 26 4 2 627 ALBANY ST COLLECTOR 786 1 10 0 1575 35 26 5 3 1 US 61 FREEWAY 804 3 12 10 2250 60 21 6 3 4 US 61 FREEWAY 1086 2 12 10 2250 60 21 7 4 3 US 61 FREEWAY 1086 2 12 10 2250 60 21 8 4 5 US 61 FREEWAY 4520 2 12 10 2250 60 21 9 4 29 US 61 ON-RAMP FREEWAY RAMP 2123 1 12 8 1700 45 21 10 5 4 US 61 FREEWAY 4520 2 12 10 2250 60 21 11 5 6 US 61 FREEWAY 1169 2 12 10 2250 60 21 12 6 5 US 61 FREEWAY 1169 2 12 10 2250 60 21 13 6 7 US 61 FREEWAY 2918 2 12 10 2250 60 21 14 7 6 US 61 FREEWAY 2915 2 12 10 2250 60 21 15 7 8 US 61 FREEWAY 2344 2 12 10 2250 60 21 16 8 7 US 61 FREEWAY 2352 2 12 10 2250 60 21 17 8 9 US 61 FREEWAY 8498 2 12 10 2250 60 21 18 9 8 US 61 FREEWAY 8498 2 12 10 2250 60 21 19 9 10 US 61 FREEWAY 2029 2 12 10 2250 60 21 20 9 283 US 61 OFF-RAMP FREEWAY RAMP 959 1 14 10 1750 45 21 21 10 9 US 61 FREEWAY 2029 2 12 10 2250 60 21 22 10 11 US 61 FREEWAY 12555 2 12 10 2250 60 21 23 11 10 US 61 FREEWAY 12555 2 12 10 2250 60 21 24 11 12 US 61 FREEWAY 1880 2 12 10 2250 60 21 25 12 11 US 61 FREEWAY 1880 2 12 10 2250 60 21 Quad Cities Generating Station Evacuation Time Estimate K-34 KLD Engineering, P.C.Rev. 0 26 12 344 US 61 FREEWAY 7546 2 12 10 2250 60 15 27 13 14 US 61 FREEWAY 15239 2 12 10 2250 60 15 28 13 344 US 61 FREEWAY 4821 2 12 10 2250 60 15 29 14 13 US 61 FREEWAY 15239 2 12 10 2250 60 15 30 14 15 US 61 FREEWAY 11122 2 12 10 2250 60 15 31 15 14 US 61 FREEWAY 11122 2 12 10 2250 60 15 32 15 16 US 61 FREEWAY 1320 2 12 10 2250 60 5 33 16 15 US 61 FREEWAY 1320 2 12 10 2250 60 5 34 16 17 US 61 FREEWAY 1868 2 12 10 2250 60 5 35 17 16 US 61 FREEWAY 1868 2 12 10 2250 60 5 36 17 18 US 61 FREEWAY 3687 2 12 10 2250 60 5 37 18 17 US 61 FREEWAY 3687 2 12 10 2250 60 5 38 18 19 US 61 FREEWAY 1012 2 12 10 2250 60 5 39 19 18 US 61 FREEWAY 1012 2 12 10 2250 60 5 40 19 20 US 61 FREEWAY 589 2 12 10 2250 60 5 41 20 19 US 61 FREEWAY 589 2 12 10 2250 60 5 42 20 21 US 61 FREEWAY 1376 2 12 10 2250 60 5 43 21 20 US 61 FREEWAY 1376 2 12 10 2250 60 5 44 21 22 US 61 FREEWAY 12763 2 12 10 2250 60 5 45 22 21 US 61 FREEWAY 12763 2 12 10 2250 60 5 46 22 23 US 61 FREEWAY 2653 2 12 10 2250 60 5 47 23 22 US 61 FREEWAY 2648 2 12 10 2250 60 5 48 23 24 US 61 FREEWAY 2571 2 12 10 2250 60 5 49 24 23 US 61 FREEWAY 2574 2 12 10 2250 60 5 50 24 918 US 61 FREEWAY 7539 2 12 10 2250 60 5 51 25 1 US 61 FREEWAY 1351 2 12 10 2250 60 27 Quad Cities Generating Station K-35 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 Sauaio Fre Up- Down-' No. Lan Shule Flo Flow : Eg 52 25 26 US 61 MAJOR ARTERIAL 2199 3 12 10 1750 60 27 53 26 25 US 61 FREEWAY 2199 3 12 10 2250 60 27 54 26 27 US 61 MAJOR ARTERIAL 1441 3 12 10 1425 60 27 55 27 26 US 61 MAJOR ARTERIAL 1441 3 12 10 1750 60 27 56 28 29 1-80 FREEWAY 4017 2 12 10 2250 70 21 57 29 25 1-80 ON-RAMP FREEWAY RAMP 2271 1 12 8 1700 45 21 58 29 28 1-80 FREEWAY 4017 2 12 10 2250 70 21 59 29 30 1-80 FREEWAY 791 2 12 10 2250 70 21 60 30 3 1-80 ON-RAMP FREEWAY RAMP 1372 1 12 8 1700 45 21 61 30 29 1-80 FREEWAY 791 2 12 10 2250 70 21 62 30 31 1-80 FREEWAY 1086 3 12 10 2250 70 21 63 31 30 1-80 FREEWAY 1086 3 12 10 2250 70 21 64 31 32 1-80 FREEWAY 934 2 12 10 2250 70 21 65 32 4 1-80 ON-RAMP FREEWAY RAMP 2060 1 12 8 1700 45 21 66 32 31 1-80 FREEWAY 934 2 12 10 2250 70 21 67 32 33 1-80 FREEWAY 1635 2 12 10 2250 70 21 68 33 32 1-80 FREEWAY 1635 2 12 10 2250 70 21 69 33 34 1-80 FREEWAY 6711 2 12 10 2250 70 21 70 34 33 1-80 FREEWAY 6711 2 12 10 2250 70 21 71 34 35 1-80 FREEWAY 1681 2 12 10 2250 70 21 72 35 34 1-80 FREEWAY 1681 2 12 10 2250 70 21 73 35 36 1-80 FREEWAY 9767 2 12 10 2250 70 21 74 35 51 1-74 ON-RAMP FREEWAY RAMP 1449 1 12 8 1700 45 21 75 35 56 1-74 ON-RAMP FREEWAY RAMP 1229 1 12 8 1350 30 21 76 36 35 1-80 FREEWAY 9767 2 12 10 2250 70 21 77 36 37 1-80 FREEWAY 9652 2 12 10 2250 70 22 Quad Cities Generating Station Evacuation Time Estimate K-36 KLD Engineering, P.C.Rev. 0 Sauaio Fre 78 37 36 11-80 FREEWAY 9652 2 12 10 2250 70 22 1 79 37 445 1-80 FREEWAY 6915 2 12 10 2250 70 22 80 38 39 1-80 FREEWAY 8684 2 12 10 2250 70 23 81 38 445 1-80 FREEWAY 6136 2 12 10 2250 70 22 82 39 38 1-80 FREEWAY 8684 2 12 10 2250 70 23 83 39 40 1-80 FREEWAY 2835 2 12 10 2250 70 29 84 40 39 1-80 FREEWAY 2847 2 12 10 2250 70 29 85 40 41 1-80 FREEWAY 1146 2 12 10 2250 70 29 86 41 40 1-80 FREEWAY 1146 2 12 10 2250 70 29 87 41 805 1-80 FREEWAY 2916 2 12 10 2250 70 29 88 42 43 1-80 FREEWAY 2628 2 12 10 2250 70 29 89 42 805 1-80 FREEWAY 3400 2 12 10 2250 70 29 90 43 42 1-80 FREEWAY 2630 2 12 10 2250 70 29 91 43 44 1-80 FREEWAY 5509 2 12 10 2250 70 29 92 44 43 1-80 FREEWAY 5520 2 12 10 2250 70 29 93 44 45 1-80 FREEWAY 5225 2 12 10 2250 70 29 94 45 44 1-80 FREEWAY 5225 2 12 10 2250 70 29 95 45 46 1-80 FREEWAY 1060 2 12 10 2250 70 29 96 45 66 1-88 ON-RAMP FREEWAY RAMP 2004 1 14 10 1700 40 29 97 46 45 1-80 FREEWAY 1060 2 12 10 2250 70 29 98 46 47 1-80 FREEWAY 747 3 12 10 2250 70 29 99 47 46 1-80 FREEWAY 747 3 12 10 2250 70 29 100 47 48 1-80 FREEWAY 889 2 12 10 2250 70 29 101 48 47 1-80 FREEWAY 889 2 12 10 2250 70 29 102 48 49 1-80 FREEWAY 6823 2 12 10 2250 70 29 103 48 69 1-88 ON-RAMP FREEWAY RAMP 2179 1 14 10 1700 40 29 Quad Cities Generating Station Evacuation Time Estimate K-37 KLD Engineering, P.C.Rev. 0 Up Don No Lan Shule Flow Flo Stra Stra Lengt of Wit Width Rat Spe Grid 104 Nd Node 48awa Name FRoadway 6823 (ft.)j La0e 2250) (ft.) 29pmhNme 105 49 50 1-80 FREEWAY 2757 2 12 10 2250 70 29 106 50 49 1-80 FREEWAY 2757 2 12 10 2250 70 29 107 51 52 1-74 FREEWAY 2656 2 12 10 2250 70 27 108 51 56 1-800ON-RAMP FREEWAY RAMP 1858 2 12 8 1900 45 21 109 52 51 1-74 FREEWAY 2656 2 12 10 2250 70 27 110 52 53 1-74 FREEWAY 2987 2 12 10 2250 70 27 111 53 52 1-74 FREEWAY 2987 2 12 10 2250 70 27 112 53 309 1-74 OFF-RAMP FREEWAY RAMP 1415 1 12 8 1750 45 27 113 53 936 1-74 FREEWAY 996 2 12 10 2250 70 27 114 54 55 1-74 FREEWAY 3537 2 12 10 2250 70 27 115 54 308 1-74 OFF-RAMP FREEWAY RAMP 1284 1 12 8 1750 45 27 116 54 936 1-74 FREEWAY 1440 2 12 10 2250 70 27 117 55 54 1-74 FREEWAY 3537 2 12 10 2250 70 27 118 55 902 1-74 FREEWAY 3125 2 12 10 2250 70 27 119 56 51 1-740ON-RAMP FREEWAY RAMP 1852 1 12 8 1700 55 21 120 56 57 1-80 ON-RAMP FREEWAY RAMP 913 2 12 8 1900 45 21 121 57 34 1-80 ON-RAMP FREEWAY RAMP 1201 1 12 8 1700 45 21 122 58 59 SR 5 MAJOR ARTERIAL 852 2 12 10 1750 60 28 123 59 58 SR S MAJOR ARTERIAL 852 2 12 10 1425 60 28 124 59 60 SR 5 MAJOR ARTERIAL 2494 2 12 6 1900 60 28 125 60 59 SR 5 MAJOR ARTERIAL 2494 2 12 6 1750 60 28 126 60 61 SR 5 MAJOR ARTERIAL 2248 2 12 6 1900 60 28 127 61 60 SRS5 MAJOR ARTERIAL 2251 2 12 6 1900 60 28 128 61 62 SR 5 MAJOR ARTERIAL 2894 2 12 6 1900 60 28 129 62 61 SR 5 MAJOR ARTERIAL 2891 2 12 6 1900 60 28 Quad Cities Generating Station Evacuation Time Estimate K-38 KLD Engineering, P.C.Rev. 0 Up Don No. Lane Shudr Flw Fo Strea Strea Lengt of Wit Widt Rate Spe Gri 130 62 63 1SRS MAJOR ARTERIAL 2071 2 12 6 1900 60 28 131 63 62 SR5 MAJOR ARTERIAL 2071 2 12 6 1900 60 28 132 63 809 SR5 MAJOR ARTERIAL 2577 2 12 6 1750 60 29 133 64 65 SR 5 MAJOR ARTERIAL 2076 2 12 6 1900 60 29 134 64 809 SR 5 MAJOR ARTERIAL 4857 2 12 6 1750 60 29 135 65 64 SR 5 MAJOR ARTERIAL 2079 2 12 6 1900 60 29 136 65 66 1-88 FREEWAY 5143 2 12 10 2250 60 29 137 66 48 1-80 ON-RAMP FREEWAY RAMP 1728 1 14 10 1700 40 29 138 66 65 1-88 FREEWAY 5143 2 12 10 2250 60 29 139 66 67 1-88 FREEWAY 813 2 12 10 2250 70 29 140 67 46 1-80 ON-RAMP FREEWAY RAMP 1271 1 12 10 1350 30 29 141 67 66 1-88 FREEWAY 813 2 12 10 2250 70 29 142 67 68 1-88 FREEWAY 903 3 12 10 2250 70 29 143 68 47 1-80 ON-RAMP FREEWAY RAMP 1259 1 12 10 1350 30 29 144 68 67 1-88 FREEWAY 903 2 12 10 2250 70 29 145 68 69 1-88 FREEWAY 937 2 12 10 2250 70 29 146 69 68 1-88 FREEWAY 937 2 12 10 2250 70 29 147 69 70 1-88 FREEWAY 1074 2 12 10 2250 70 29 148 70 69 1-88 FREEWAY 1074 2 12 10 2250 70 29 149 70 71 1-88 FREEWAY 2533 2 12 10 2250 70 29 150 71 70 1-88 FREEWAY 2533 2 12 10 2250 70 29 151 71 72 1-88 FREEWAY 2421 2 12 10 2250 70 29 152 72 71 1-88 FREEWAY 2421 2 12 10 2250 70 29 153 72 73 1-88 FREEWAY 1777 2 12 10 2250 70 29 154 73 72 1-88 FREEWAY 1779 2 12 10 2250 70 29 155 73 74 1-88 FREEWAY 7386 2 12 10 2250 70 29 Quad Cities Generating Station Evacuation Time Estimate K-39 KLD Engineering, P.C.Rev. 0 Sauain Fe 156 74 73 1-88 FREEWAY 7386 2 12 10 2250 70 29 157 74 75 1-88 FREEWAY 3951 2 12 10 2250 70 30 158 75 74 1-88 FREEWAY 3951 2 12 10 2250 70 30 159 75 76 1-88 FREEWAY 4393 2 12 10 2250 70 30 160 76 75 1-88 FREEWAY 4393 2 12 10 2250 70 30 161 76 77 1-88 FREEWAY 3788 2 12 10 2250 70 30 162 77 76 1-88 FREEWAY 3788 2 12 10 2250 70 30 163 77 943 1-88 FREEWAY 15075 2 12 10 2250 70 30 164 78 79 1-88 FREEWAY 5740 2 12 10 2250 70 25 165 78 943 1-88 FREEWAY 3607 2 12 10 2250 70 30 166 79 78 1-88 FREEWAY 5721 2 12 10 2250 70 25 167 79 80 1-88 FREEWAY 2158 2 12 10 2250 70 25 168 80 79 11-88 FREEWAY 2158 2 12 10 2250 70 25 169 80 81 1-88 FREEWAY 2222 2 12 10 2250 70 25 170 81 80 1-88 FREEWAY 2222 2 12 10 2250 70 25 171 81 82 1-88 FREEWAY 4230 2 12 10 2250 70 25 172 82 81 1-88 FREEWAY 4241 2 12 10 2250 70 25 173 82 83 1-88 FREEWAY 10124 2 12 10 2250 70 25 174 83 82 1-88 FREEWAY 10124 2 12 10 2250 70 25 175 83 84 1-88 FREEWAY 7389 2 12 10 2250 70 25 176 84 83 1-88 FREEWAY 7389 2 12 10 2250 70 25 177 84 85 1-88 FREEWAY 5936 2 12 10 2250 70 25 178 85 84 1-88 FREEWAY 5936 2 12 10 2250 70 25 179 85 86 1-88 FREEWAY 1956 2 12 10 2250 70 25 180 86 85 1-88 FREEWAY 1.956 2 12 10 2250 70 25 181 86 87 1-88 FREEWAY 3301 2 12 10 2250 70 25 Quad Cities Generating Station K-40 Evacuation Time Estimate KLD Engineering, P.C.Rev. 0 Up- Down No S. -. Lan Shule Slo Flo 182 87 86 1-88 FREEWAY 3301 2 12 10 2250 70 25 183 87 88 1-88 FREEWAY 2443 2 12 10 2250 70 25 184 88 87 1-88 FREEWAY 2443 2 12 10 2250 70 25 185 88 89 1-88 FREEWAY 3589 2 12 10 2250 70 26 186 89 88 1-88 FREEWAY 3589 2 12 10 2250 70 26 187 89 90 1-88 FREEWAY 2106 2 12 10 2250 70 26 188 90 89 1-88 FREEWAY 2106 2 12 10 2250 70 26 189 90 91 1-88 FREEWAY 6990 2 12 10 2250 70 26 190 91 90 1-88 FREEWAY 6982 2 12 10 2250 70 26 191 91 92 1-88 FREEWAY 4427 2 12 10 2250 70 20 192 92 91 1-88 FREEWAY 4427 2 12 10 2250 70 20 193 92 93 1-88 FREEWAY 3694 2 12 10 2250 70 20 194 93 92 1-88 FREEWAY 3691 2 12 10 2250 70 20 195 93 94 1-88 FREEWAY 3258 2 12 10 2250 70 20 196 94 93 1-88 FREEWAY 3258 2 12 10 2250 70 20 197 94 95 1-88 FREEWAY 9042 2 12 10 2250 70 20 198 95 94 1-88 FREEWAY 9042 2 12 10 2250 70 20 199 96 97 US 30 MINOR ARTERIAL 15009 2 12 4 1750 55 7 200 96 100 US 30 MINOR ARTERIAL 2055 2 12 4 1900 55 7 201 97 96 US 30 MINOR ARTERIAL 15009 2 12 4 1900 55 7 202 97 98 US 30 MINOR ARTERIAL 10563 2 12 4 1750 55 8 203 98 97 US 30 MINOR ARTERIAL 10563 2 12 4 1750 55 8 204 98 598 MILL CREEK PKWY COLLECTOR 2744 1 12 4 1700 40 8 205 98 604 US 30 MINOR ARTERIAL 2829 2 12 3 1750 50 8 206 99 109 US 30 MINOR ARTERIAL 2992 2 12 3 1750 50 8 207 99 606 VALLEY WAY CT COLLECTOR 2283 1 12 0 1350 30 8 Quad Cities Generating Station K-41 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 Sauato Fe Up- Don No Lan Shule Flw Fo Stem Sra egh o it Wit Rat Speed Gri Link #5 Node Nod Ro.wa Nam Roda Typ (f. LaeSf. f. p ) (p) Nme 208 99 625 1 US 30 MINOR ARTERIAL 1 523 2 12 3 1750 50 8 209 100 401 US 30 MINOR ARTERIAL 14767 2 12 4 1750 55 7 210 101 102 US 30 MINOR ARTERIAL 7194 2 12 4 1900 55 6 211 101 330 330TH AVE COLLECTOR 1300 1 12 4 1700 55 6 212 102 103 US 30 MINOR ARTERIAL 9173 2 12 4 1900 55 6 213 103 104 US 30 FREEWAY 6828 2 12 4 2250 55 5 214 104 105 US 30 FREEWAY 2115 2 12 4 2250 55 5 215 105 106 US 30 FREEWAY 5599 2 12 4 2250 55 5 216 106 17 US 61 ON-RAMP FREEWAY RAMP 1698 1 14 10 1700 45 5 217 106 107 US 61 ON-RAMP FREEWAY RAMP 1307 1 14 10 1700 45 5 218 107 108 US 61 ON-RAMP FREEWAY RAMP 989 1 14 10 1700 45 5 219 108 15 US 61 ON-RAMP FREEWAY RAMP 1159 1 14 10 1700 45 5 220 109 110 US 30 MINOR ARTERIAL 1291 2 12 3 1750 50 8 221 110 111 US 30 MINOR ARTERIAL 2412 2 12 3 1750 50 8 222 111 112 US 30 MINOR ARTERIAL 2523 2 12 3 1900 50 8 223 111 730 S 14TH ST COLLECTOR 3125 2 12 0 1900 35 8 224 112 922 US 30 MINOR ARTERIAL 3684 3 12 3 1900 40 11 225 113 114 US 30 MINOR ARTERIAL 902 2 12 3 1750 40 11 226 114 115 US 30 MINOR ARTERIAL 678 2 12 3 1750 40 11 227 115 116 US 30 MINOR ARTERIAL 1518 2 12 3 1750 40 11 228 116 117 LINCOLN HWY COLLECTOR 2123 1 10 0 1700 40 11 229 116 127 S 3RD ST MINOR ARTERIAL 400 3 10 0 1750 25 11 230 117 118 US 30 COLLECTOR 2830 1 12 0 1700 40 11 231 118 119 US 30 MINOR ARTERIAL 2735 1 12 4 1700 50 11 232 119 120 US 30 MINOR ARTERIAL 1965 1 12 4 1750 50 12 233 120 126 US 30 MINORARTERIAL 7861 1 12 4 1700 55 12 Quad Cities Generating Station Evacuation Time Estimate K-42 KLD Engineering, P.C.Rev. 0 234 120 214 SR 84 COLLECTOR 5708 1 12 4 1700 50 10 235 21 122 US 30 MINOR ARTERIAL 5161 1 12 4 1700 5 13 236 122 123 US 30 MINOR ARTERIAL 2109 1 12 4 1700 55 13 237 123 124 US 30 MINOR ARTERIAL 1902 1 12 4 1700 40 13 238 124 125 US 30 MINOR ARTERIAL 3328 1 12 4 1700 55 13 239 125 896 US 30 MINOR ARTERIAL 11418 1 12 4 1700 55 13 240 126 121 US 30 MINOR ARTERIAL 5614 1 12 4 1700 55 10 241 127 128 S3RDST MINOR ARTERIAL 381 3 10 0 1750 25 11 242 127 543 7TH AVE S COLLECTOR 680 2 10 0 1750 35 11 243 128 129 S 3RD ST MINOR ARTERIAL 421 3 10 0 1750 25 11 244 128 544 6TH AVE S COLLECTOR 672 1 10 0 1750 35 11 245 129 130 S 3RD ST MINOR ARTERIAL 413 2 10 0 1750 25 11 246 129 545 5TH AVE S COLLECTOR 686 1 10 0 1750 35 11 247 130 546 4TH AVE S COLLECTOR 656 1 10 0 1750 35 11 248 130 742 S 3RD ST MINOR ARTERIAL 816 2 10 0 1900 40 11 249 131 132 S 3RD ST MINOR ARTERIAL 1419 2 10 0 1750 40 9 250 132 133 N 3RD ST MINOR ARTERIAL 2865 2 10 0 1750 40 9 251 133 134 N 3RD ST MINOR ARTERIAL 1911 2 10 0 1900 40 9 252 133 414 13TH AVE N COLLECTOR 363 2 12 0 1750 35 9 253 133 552 13TH AVE N COLLECTOR 690 2 12 0 1750 35 9 254 134 135 N 3RD ST MINOR ARTERIAL 926 2 10 0 1900 40 9 255 135 136 N 3RD ST MINOR ARTERIAL 2522 2 10 0 1750 40 9 256 135 535 SR 136 COLLECTOR 711 1 12 0 1750 40 9 257 136 579 SR 136 COLLECTOR 646 1 10 0 1700 40 9 258 136 953 US 67 COLLECTOR 2838 1 10 0 1700 40 9 259 137 138 US 67 COLLECTOR 2467 1 10 0 1700 40 9 Quad Cities Generating Station Evacuation Time Estimate K-43 KLD Engineering, P.C.Rev. 0 260 137 953 US 67 COLLECTOR 948 1 10 0 1700 40 9 261 138 139 US 67 COLLECTOR 998 1 10 0 1700 40 9 262 139 140 US 67 COLLECTOR 1194 1 12 4 1700 50 9 263 140 141 US 67 COLLECTOR 2094 1 12 4 1700 50 9 264 141 142 US 67 COLLECTOR 808 1 12 4 1700 50 4 265 142 143 US 67 COLLECTOR 6034 1 12 4 1700 50 4 266 143 144 US 67 COLLECTOR 2341 1 12 4 1700 50 4 267 144 145 US 67 COLLECTOR 5033 1 12 4 1700 50 4 268 146 147 US 67 COLLECTOR 11125 1 12 5 1700 55 17 269 146 178 US 67 COLLECTOR 1548 1 12 5 1700 55 17 270 147 148 US 67 COLLECTOR 685 1 12 5 1700 55 17 271 147 382 BLUFF RD COLLECTOR 1835 1 10 4 1700 55 17 272 148 149 US 67 COLLECTOR 3557 1 12 5 1700 55 23 273 149 150 US 67 COLLECTOR 1972 1 12 5 1700 55 23 274 150 151 US 67 COLLECTOR 1954 1 12 5 1700 55 23 275 151 152 US 67 COLLECTOR 1445 1 12 5 1700 40 23 276 152 153 US 67 COLLECTOR 4281 1 12 10 1700 45 23 277 152 376 LOST GROVE RD COLLECTOR 2741 1 10 4 1575 35 23 278 153 154 US 67 COLLECTOR 3812 1 12 5 1700 55 23 279 154 155 US 67 COLLECTOR 2825 1 12 5 1700 55 23 280 155 156 US 67 COLLECTOR 1205 1 12 5 1700 55 23 281 156 157 US 67 COLLECTOR 4454 1 12 5 1700 55 23 282 157 158 US 67 COLLECTOR 4982 1 12 5 1700 55 23 283 158 159 US 67 COLLECTOR 2193 1 12 5 1700 55 23 284 159 160 US 67 COLLECTOR 3384 1 12 5 1700 40 23 285 159 288 TERRITORIAL RD COLLECTOR 2210 1 10 0 1700 40 23 Quad Cities Generating Station Evacuation Time Estimate K-44 KLD Engineering, P.C.Rev. 0 Sauain Fe Up Down No Ln Shole Flo Flow Stea Stea Legt of Width Witae Sed Gi Link #~ Nod Nod Roawa Nam Roawa Typ (f. Lae (f. (f.0- mh)Nme 286 160 161 US 67 COLLECTOR 2571 1 12 5 1700 40 23 287 161 162 US 67 COLLECTOR 693 1 12 5 1700 40 23 288 162 163 US 67 COLLECTOR 2184 1 12 5 1700 40 29 289 163 176 US 67 COLLECTOR 2288 1 12 5 1700 40 29 290 164 165 US 67 MINOR ARTERIAL 1114 2 12 5 1750 50 29 291 164 442 1-80 ON-RAMP FREEWAY RAMP 990 1 14 10 1700 45 29 292 165 166 US 67 MINOR ARTERIAL 3697 2 12 5 1900 50 29 293 165 441 1-80 ON-RAMP FREEWAY RAMP 1174 1 14 10 1700 45 29 294 166 177 US 67 MINOR ARTERIAL 2384 2 12 5 1900 50 29 295 167 168 US 67 MINOR ARTERIAL 2548 2 12 5 1900 50 28 296 168 818 US 67 MINOR ARTERIAL 2503 2 12 5 1750 50 28 297 169 170 US 67 MINOR ARTERIAL 944 2 12 5 1900 50 28 298 170 171 US 67 MINOR ARTERIAL 5035 2 12 5 1900 50 28 299 171 172 US 67 MINOR ARTERIAL 6007 2 12 5 1900 50 28 300 172 173 US 67 MINOR ARTERIAL 3932 2 12 0 1900 50 28 301 173 688 US 67 MINOR ARTERIAL 4455 2 12 0 1750 50 28 302 174 899 US567 MINOR ARTERIAL 2768 2 12 0 1900 50 27 303 175 164 US567 MINOR ARTERIAL 2143 2 12 5 1750 50 29 304 176 175 US567 MINOR ARTERIAL 835 2 12 5 1900 50 29 305 177 167 US 67 MINOR ARTERIAL 3744 2 12 5 1900 50 28 306 178 179 US567 COLLECTOR 2331 1 12 5 1700 55 17 307 179 842 US567 COLLECTOR 2885 1 12 5 1700 55 17 308 180 181 US567 COLLECTOR 317 1 12 5 1700 50 17 309 180 888 292ND ST COLLECTOR 790 1 10 -3 1700 50 17 310 181 182 US 67 COLLECTOR 563 1 12 5 1700 40 17 311 181 924 ROUTE Z36 COLLECTOR 452 1 12 5 1700 55 17 Quad Cities Generating Station Evacuation Time Estimate K-45 KLD Engineering, P.C.Rev. 0 312 182 183 US 67 COLLECTOR 2329 1 25 1700 5017 313 183 184 US 67 COLLECTOR 2608 5 1700 17 314 184 185 US 67 COLLECTOR 2686 1 12 5 1700 55 17 315 185 186 US 67 COLLECTOR 1452 1 12 5 1700 55 17 316 186 187 US 67 COLLECTOR 2746 1 12 5 1700 55 17 317 187 197 US 67 COLLECTOR 3694 1 12 5 1700 55 17 318 188 189 US 67 COLLECTOR 1019 1 12 5 1700 55 18 319 189 198 US 67 COLLECTOR 1048 1 12 5 1700 55 18 320 190 191 US 67 COLLECTOR 1051 1 12 5 1700 55 18 321 191 192 US 67 COLLECTOR 5960 1 12 5 1700 55 18 322 192 193 US 67 COLLECTOR 1452 1 12 5 1700 55 18 323 192 618 9TH AVE COLLECTOR 2942 1 12 4 1700 55 8 324 193 194 US 67 COLLECTOR 2122 1 12 5 1700 55 18 325 194 195 US 67 COLLECTOR 2503 1 12 5 1700 55 18 326 194 616 7TH AVE COLLECTOR 2977 1 10 0 1700 45 8 327 195 196 US 67 COLLECTOR 4177 2 12 4 1900 50 8 328 196 99 US 67 COLLECTOR 2596 2 12 5 1750 50 8 329 197 188 US 67 COLLECTOR 3295 1 12 5 1700 55 18 330 198 190 US 67 COLLECTOR 1233 1 12 5 1750 55 18 331 199 200 PLANT ACCESS RD COLLECTOR 4212 1 12 10 1700 40 18 332 200 201 SR 84 COLLECTOR 6067 1 12 4 1700 55 18 333 200 222 SR 84 COLLECTOR 5679 1 12 4 1700 55 18 334 201 202 SR 84 COLLECTOR 4548 1 12 4 1700 55 18 335 202 203 SR 84 COLLECTOR 5299 1 12 4 1700 55 18 336 203 204 SR 84 COLLECTOR 6346 1 12 4 1700 55 18 337 204 205 SR 84 COLLECTOR 2390 1 12 0 1750 35 18 Quad Cities Generating Station K-46 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 338 205 206 SR 84 COLLECTOR 3338 1 12 0 1575 35 18 339 206 207 SR 84 COLLECTOR 1742 1 12 0 1575 35 18 340 207 208 SR 84 COLLECTOR 1959 1 12 0 1575 35 18 341 207 415 N PARK AVE COLLECTOR 314 1 10 0 1575 35 18 342 208 209 SR 84 COLLECTOR 3004 1 12 0 1575 35 18 343 209 210 SR 84 COLLECTOR 2940 1 12 0 1700 50 19 344 210 211 SR 84 COLLECTOR 6714 1 12 4 1700 50 11 345 211 212 SR 84 COLLECTOR 3297 1 12 4 1700 50 11 346 211 527 GARDEN PLAIN RD COLLECTOR 1784 1 12 4 1700 55 11 347 212 213 SR 84 COLLECTOR 7336 1 12 4 1700 50 12 348 213 895 SR 84 COLLECTOR 636 1 12 4 1750 50 12 349 214 215 SR 84 COLLECTOR 1437 1 12 4 1700 45 10 350 215 216 SR 84 COLLECTOR 1101 1 12 4 1750 45 10 351 216 217 SR 84 COLLECTOR 1372 1 12 4 1700 45 10 352 216 539 SR 136 COLLECTOR 1629 1 12 4 1575 35 10 353 217 216 SR 84 COLLECTOR 1371 1 12 4 1750 45 10 354 217 218 SR 84 COLLECTOR 5234 1 12 4 1700 45 10 355 218 219 SR 84 COLLECTOR 3090 1 12 4 1700 55 10 356 219 220 SR 84 COLLECTOR 5160 1 12 4 1700 55 10 357 220 221 SR 84 COLLECTOR 2731 1 12 4 1700 55 4 358 222 223 SR 84 COLLECTOR 8454 1 12 4 1700 55 18 359 223 224 SR 84 COLLECTOR 1252 1 12 4 1700 55 23 360 224 225 SR 84 COLLECTOR 2769 1 12 4 1700 45 23 361 225 226 SR 84 COLLECTOR 1562 1 12 4 1700 45 23 362 226 227 SR 84 COLLECTOR 2331 1 12 4 1700 45 23 363 226 485 157TH AVE N COLLECTOR 9936 1 12 0 1700 55 24 Quad Cities Generating Station K-47 KID Engineering, P.C.Evacuation Time Estimate Rev. 0 365 228 229 SR 84 COLLECTOR 2476 1 24 1700 5523 366 229 230 SR 84 COLLECTOR 6904 1 12 4 1700 55 23 n_____367 230 231 SR 84 CULLECTWR Yb3 1 12 4 /IUU Li 368 231 841 SR 84 COLLECTOR 3481 1 12 4 1700 55 23 369 232 233 SR 84 COLLECTOR 6917 1 12 4 1700 45 23 370 232 436 94TH AVE N COLLECTOR 2682 1 12 10 1700 30 23 371 233 234 SR 84 COLLECTOR 2138 1 12 4 1700 55 29 372 233 636 BARBER CREEK RD COLLECTOR 1418 1 10 4 1700 50 23 373 234 235 SR 84 COLLECTOR 2107 1 12 4 1700 55 29 374 235 236 SR 84 COLLECTOR 1565 1 12 4 1750 55 29 375 236 237 SR 84 COLLECTOR 3981 1 12 10 1700 45 29 376 237 238 SR 84 FREEWAY RAMP 2207 2 12 4 1900 45 29 377 238 42 1-80 OFF-RAMP FREEWAY RAMP 2157 1 14 10 1700 45 29 378 238 239 SR 84 COLLECTOR 798 2 12 4 1900 45 29 379 239 240 SR 84 COLLECTOR 1865 1 12 4 1700 45 29 380 240 241 SR 84 COLLECTOR 2092 1 12 4 1700 45 29 381 241 242 SR 84 COLLECTOR 2875 1 12 4 1700 45 29 382 242 243 SR 84 COLLECTOR 1405 1 12 4 1700 45 28 383 243 244 SR 84 COLLECTOR 3486 1 12 4 1700 45 28 384 244 245 SR 84 COLLECTOR 1390 1 12 4 1575 35 28 385 245 246 SR 84 COLLECTOR 1400 1 12 4 1575 35 28 386 246 247 SR 84 COLLECTOR 3287 1 12 4 1575 35 28 387 247 252 SR 84 COLLECTOR 3980 1 12 4 1575 35 28 388 248 249 SR 84 COLLECTOR 466 1 12 4 1575 35 28 389 249 250 SR 84 COLLECTOR 3589 1 12 4 1575 35 28 Quad Cities Generating Station Evacuation Time Estimate K-48 KLD Engineering, P.C.Rev. 0 390 250 251 SR 84 COLLECTOR 3298 1 12 4 1750 35 28 391 251 664 SR 84 COLLECTOR 1143 1 12 4 1275 35 28 392 252 248 SR 84 COLLECTOR 926 1 12 4 1575 35 28 393 253 252 19TH ST COLLECTOR 1740 1 12 4 1575 35 28 394 254 289 277TH AVE COLLECTOR 2163 1 12 10 1700 45 23 395 255 256 INDIANA AVE COLLECTOR 6891 1 10 0 1700 50 22 396 255 705 WELLS FERRY RD COLLECTOR 1706 1 12 4 1700 50 22 397 256 257 MIDDLE RD COLLECTOR 306 1 12 0 1350 40 22 398 256 272 INDIANA AVE COLLECTOR 4834 1 10 0 1700 50 22 399 257 258 MIDDLE RD COLLECTOR 1955 1 12 8 1700 50 22 400 258 259 MIDDLE RD COLLECTOR 3120 1 12 8 1700 50 22 401 258 444 1-80 ON-RAMP FREEWAY RAMP 445 1 14 10 1700 40 22 402 259 260 MIDDLE RD COLLECTOR 999 1 12 8 1700 50 28 403 259 682 FOREST GROVE RD COLLECTOR 6590 1 12 4 1700 50 28 404 260 261 MIDDLE RD COLLECTOR 2730 1 12 8 1700 50 28 405 261 262 MIDDLE RD COLLECTOR 1749 1 12 0 1700 40 28 MIDDLE RD TRAFFIC 406 262 263 CIRCLE COLLECTOR 118 1 12 10 900 20 28 MIDDLE RD TRAFFIC 407 263 264 CIRCLE COLLECTOR 105 1 12 10 900 20 28 408 263 677 53RD AVE COLLECTOR 2309 1 12 10 1700 50 28 409 264 265 MIDDLE RD COLLECTOR 2579 1 12 6 1750 40 28 410 265 266 MIDDLE RD COLLECTOR 2077 1 12 6 1700 40 28 411 266 267 MIDDLE RD COLLECTOR 1031 1 12 6 1750 40 28 412 267 268 MIDDLE RD COLLECTOR 1588 1 12 0 1700 40 28 413 268 698 MIDDLE RD COLLECTOR 1746 2 12 0 1750 40 28 414 269 689 DEVILS GLEN RD COLLECTOR 6214 2 12 0 1900 40 28 Quad Cities Generating Station Evacuation Time Estimate K-49 KLD Engineering, P.C.Rev. 0 Up- Down No 00. Lan Shule Flo Flow 415 269 690 MIDDLE RD COLLECTOR 1412 2 12m0 1750 40 27 416 270 913 MIDDLE RD COLLECTOR 1224 2 20 1900 4027 417 271 160 HOLLAND ST COLLECTOR 8306 1 10 0 1575 35 23 418 272 273 BAR ST COLLECTOR 225 1 12 10 1575 35 22 419 273 274 BAR ST COLLECTOR 2301 1 10 0 1700 50 22 420 274 275 BAR ST COLLECTOR 230 1 12 10 1575 35 22 421 275 276 210TH ST COLLECTOR 7040 1 10 0 1700 50 22 422 276 277 210TH ST COLLECTOR 10122 1 10 0 1700 50 21 423 276 306 UTICA RIDGE RD COLLECTOR 8042 1 12 5 1700 50 21 424 277 278 210TH ST COLLECTOR 5735 1 10 0 1700 50 21 425 277 667 JERSEY RIDGE RD COLLECTOR 9966 1 12 5 1700 50 21 426 278 6 US 61 ON-RAMP FREEWAY RAMP 1605 1 12 8 1700 45 21 427 278 279 210TH ST COLLECTOR 1212 1 10 0 1700 50 21 428 279 5 US 61 ON-RAMP FREEWAY RAMP 1116 1 12 8 1350 30 21 429 280 303 LECLAIRE RD COLLECTOR 10600 1 12 4 1700 55 22 430 281 891 LECLAIRE RD COLLECTOR 1124 1 12 4 1700 55 21 431 282 283 E LECLAIRE RD COLLECTOR 3527 1 12 4 1750 55 21 432 282 352 SCOTT PARK RD COLLECTOR 6604 1 10 4 1700 50 21 433 283 10 US 61 ON-RAMP FREEWAY RAMP 1138 1 14 10 1700 45 21 434 283 284 E LECLAIRE RD COLLECTOR 576 1 12 4 1700 55 21 435 284 9 US 61 ON-RAMP FREEWAY RAMP 990 1 14 10 1700 45 21 436 284 703 E LECLAIRE RD COLLECTOR 716 1 12 4 1750 55 21 437 285 286 E LECLAIRE RD COLLECTOR 2835 1 12 4 1700 55 21 438 287 280 LECLAIRE RD COLLECTOR 5273 1 12 4 1700 55 22 439 287 294 240TH AVE COLLECTOR 10951 1 12 4 1700 55 22 440 288 159 TERRITORIAL RD COLLECTOR 2210 1 12 10 1700 45 23 Quad Cities Generating Station Evacuation Time Estimate K-50 KLD Engineering, P.C.Rev. 0 Up Don No Lan Shule Flow Flo 441 288 289 TERRITORIAL RD COLLECTOR 1307 1 10 0 1700 40 23 442 289 288 TERRITORIAL RD COLLECTOR 1307 1 12 10 1700 45 23 443 289 290 TERRITORIAL RD COLLECTOR 4514 1 10 0 1700 50 23 444 290 291 TERRITORIAL RD COLLECTOR 2833 1 10 0 1700 50 23 445 291 292 TERRITORIAL RD COLLECTOR 7972 1 10 0 1700 50 23 446 292 293 TERRITORIAL RD COLLECTOR 3778 1 10 0 1700 50 22 447 293 294 TERRITORIAL RD COLLECTOR 2889 1 10 0 1700 50 22 448 294 255 240TH AVE COLLECTOR 7541 1 12 4 1700 55 22 449 295 294 TERRITORIAL RD COLLECTOR 1187 1 12 10 1700 45 22 450 296 259 FOREST GROVE RD COLLECTOR 4071 1 12 4 1700 50 28 451 297 161 WISCONSIN ST COLLECTOR 5324 1 12 10 1350 35 23 452 298 299 BLACKHAWK TRAIL RD COLLECTOR 3198 1 12 4 1700 45 21 453 299 300 BLACKHAWK TRAIL RD COLLECTOR 1331 1 12 4 1700 45 21 454 300 8 US 61 ON-RAMP FREEWAY RAMP 1299 1 12 10 1700 45 21 455 300 301 BLACKHAWK TRAIL RD COLLECTOR 936 1 12 4 1700 45 21 456 301 7 US 61 ON-RAMP FREEWAY RAMP 1396 1 12 10 1700 45 21 457 302 276 UTICA RIDGE RD COLLECTOR 5448 1 12 4 1700 55 22 458 303 281 LECLAIRE RD COLLECTOR 5351 1 12 4 1700 55 22 459 303 304 UTICA RIDGE RD COLLECTOR 4767 1 12 4 1700 55 22 460 304 305 UTICA RIDGE RD COLLECTOR 1750 1 12 4 1700 55 22 461 305 302 UTICA RIDGE RD COLLECTOR 4645 1 12 4 1700 55 22 462 306 681 UTICA RIDGE RD COLLECTOR 1220 1 12 5 1700 50 27 463 307 676 E 53RD ST MINOR ARTERIAL 1054 2 12 0 1750 50 27 464 308 937 E 53RD ST MINOR ARTERIAL 757 2 12 0 1750 50 27 465 309 310 E 53RD ST MINOR ARTERIAL 1002 2 12 0 1750 50 27 466 310 673 E 53RD ST MINOR ARTERIAL 537 2 12 0 1750 50 27 Quad Cities Generating Station Evacuation Time Estimate K-51 KLD Engineering, P.C.Rev. 0 ii.atraio Free 1 1 11 Up-PJI Do n No. I Lae Shule Flo FlowI 467 311 312 E 53RD ST MINOR ARTERIAL 1454 2 12 0 1425 50 27 468 311 669 JERSEY RIDGE RD MINOR ARTERIAL 1555 2 12 0 1900 40 27 469 313 307 UTICA RIDGE RD MINOR ARTERIAL 1226 2 12 5 1750 50 27 470 314 343 300TH ST COLLECTOR 12491 1 12 4 1700 55 16 471 315 316 300TH ST COLLECTOR 7596 1 12 4 1700 55 15 472 316 317 SR 956 COLLECTOR 8102 1 12 4 1700 55 1S 473 316 345 SCOTT PARK RD COLLECTOR 3196 1 12 4 1700 55 15 474 317 318 SR 956 COLLECTOR 4627 1 12 4 1700 55 15 475 318 319 SR 956 COLLECTOR 2783 1 12 4 1700 55 15 476 319 320 SR 956 COLLECTOR 1174 1 12 4 1700 55 15 477 320 321 SR 956 COLLECTOR 1045 1 12 4 1700 55 15 478 321 322 SR 956 COLLECTOR 6738 1 12 4 1700 55 5 479 322 105 US 30 ON-RAMP FREEWAY RAMP 1084 1 14 10 1700 45 5 480 322 944 SR 956 COLLECTOR 2321 1 12 0 1750 40 5 481 323 324 SR 956 COLLECTOR 2200 1 12 0 1700 40 5 482 323 338 11TH ST COLLECTOR 1948 2 12 0 1750 40 5 483 324 325 SR 956 COLLECTOR 2034 1 12 0 1700 40 5 484 325 326 SR 956 COLLECTOR 2257 1 12 0 1700 40 5 485 326 327 SR 956 COLLECTOR 3491 1 12 0 1700 50 5 486 327 328 SR 956 COLLECTOR 1348 1 12 0 1700 50 5 487 328 329 SR 956 COLLECTOR 8741 1 12 0 1700 50 5 488 329 23 270TH AVE COLLECTOR 247 1 12 0 1700 45 5 489 330 101 330TH AVE COLLECTOR 1300 1 12 4 1700 55 6 490 330 331 330TH AVE COLLECTOR 2296 1 12 4 1700 SS 6 491 330 786 330TH AVE COLLECTOR 3997 1 12 4 1700 S5 6 492 331 332 245TH ST COLLECTOR 3454 1 12 4 1700 55 6 Quad Cities Generating Station Evacuation Time Estimate K-52 KLD Engineering, P.C.Rev. 0 OS S~ .5 ..5 .-Satrto Free 493 332 893 245TH ST COLLECTOR 743 1 12 4 1700 55 6 494 333 334 245TH ST COLLECTOR 6064 1 12 4 1700 55 5 495 334 335 E 11TH ST COLLECTOR 2559 2 12 0 1900 40 5 496 335 323 E 11TH ST COLLECTOR 2592 2 12 0 1750 40 5 497 335 336 290TH AVE COLLECTOR 14318 1 12 4 1700 55 5 498 336 921 290TH AVE COLLECTOR 13219 1 12 4 1700 55 5 499 338 793 11TH ST COLLECTOR 1744 2 12 0 1900 40 5 500 339 21 US 61 ON-RAMP FREEWAY RAMP 1804 1 14 10 1700 45 5 501 339 340 LINCOLN HWY COLLECTOR 1101 2 12 0 1900 40 5 502 340 20 US 61 ON-RAMP FREEWAY RAMP 1151 1 12 10 1350 30 5 503 340 341 LINCOLN HWY COLLECTOR 3198 2 12 0 1900 40 5 504 341 342 LINCOLN HWY COLLECTOR 3842 1 12 0 1700 40 5 505 343 315 300TH ST COLLECTOR 5297 1 12 4 1700 55 16 506 343 370 UTICA RIDGE RD COLLECTOR 15965 1 12 4 1700 55 16 507 344 12 US561 FREEWAY 7518 2 12 10 2250 60 15 508 .344 13 US561 FREEWAY 4793 2 12 10 2250 60 15 509 345 346 SCOTT PARK RD COLLECTOR 2907 1 12 4 1700 45 15 510 346 347 SCOTT PARK RD COLLECTOR 9783 1 12 4 1700 45 15 511 347 372 SCOTT PARK RD COLLECTOR 570 1 12 4 1700 45 15 512 348 349 SCOTT PARK RD COLLECTOR 1078 1 12 4 1700 45 21 513 348 362 267TH ST COLLECTOR 4396 1 10 4 1700 50 21 514 349 348 SCOTT PARK RD COLLECTOR 1078 1 10 4 1700 50 21 515 349 350 SCOTT PARK RD COLLECTOR 1440 1 10 4 1700 50 21 516 350 349 SCOTT PARK RD COLLECTOR 1441 1 10 4 1700 50 21 517 350 351 SCOTT PARK RD COLLECTOR 6936 1 10 4 1700 50 21 518 351 282 SCOTT PARK RD COLLECTOR 5696 1 10 4 1700 50 21 Quad Cities Generating Station Evacuation Time Estimate K-53 KLD Engineering, P.C.Rev. 0 519 352 299 SCOTT PARK RD COLLECTOR 4156 1 04 1700 5021 520 353 834 ROUTE Z36 COLLECTOR 2618 1 12 5 1350 30 7 521 354 355 ROUTE Z36 COLLECTOR 2230 1 12 5 1350 30 7 522 355 96 US 30 ON-RAMP FREEWAY RAMP 1082 1 14 10 1700 45 7 523 355 356 ROUTE Z36 COLLECTOR 1049 1 12 5 1700 55 7 524 356 100 US 30 ON-RAMP FREEWAY RAMP 1239 1 14 10 1700 45 7 525 356 942 ROUTE Z36 COLLECTOR 434 1 12 4 1700 55 7 526 357 358 ROUTE Z36 COLLECTOR 5211 1 12 4 1750 55 7 527 358 359 ROUTE Z36 COLLECTOR 5238 1 12 4 1700 55 7 528 358 402 220TH ST COLLECTOR 21151 1 12 4 1700 55 7 529 359 894 ROUTE Z36 COLLECTOR 10620 1 12 4 1700 55 7 530 360 361 ROUTE Z36 COLLECTOR 9889 1 12 4 1750 55 2 531 361 578 SR 136 COLLECTOR 968 1 10 0 1700 55 2 532 362 12 US 61 ON-RAMP FREEWAY RAMP 847 1 14 10 1700 45 15 533 362 363 267TH ST COLLECTOR 593 1 10 4 1700 50 21 534 363 11 US 61 ON-RAMP FREEWAY RAMP 1068 1 14 10 1700 45 21 535 364 365 S 1ST ST COLLECTOR 168 1 10 4 1350 30 21 536 364 843 267TH ST COLLECTOR 2277 1 10 0 1700 40 21 537 365 369 162ND AVE COLLECTOR 4314 1 10 4 1575 35 21 538 366 365 S CADDA RD COLLECTOR 1056 1 10 0 1575 35 15 539 367 366 S CADDA RD COLLECTOR 956 1 10 0 1575 35 15 540 369 285 162ND AVE COLLECTOR 10253 1 12 10 1750 45 21 541 370 371 UTICA RIDGE RD COLLECTOR 5330 1 12 4 1700 55 22 542 370 373 270TH ST COLLECTOR 5290 1 12 4 1700 55 16 543 371 303 UTICA RIDGE RD COLLECTOR 10524 1 12 4 1700 55 22 544 372 348 SCOTT PARK RD COLLECTOR 1360 1 12 4 1700 45 15 Quad Cities Generating Station K-54 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 545 373 892 270TH ST COLLECTOR 776 1 12 4 1700 55 15 546 374 287 240TH AVE COLLECTOR 9166 1 12 4 1700 55 22 547 375 374 257TH ST COLLECTOR 7932 1 10 4 1700 55 22 548 376 378 257TH ST COLLECTOR 1475 1 10 4 1700 55 23 549 377 380 257TH ST COLLECTOR 5557 1 10 4 1700 55 23 550 378 379 257TH ST COLLECTOR 2382 1 10 4 1700 55 23 551 379 377 257TH ST COLLECTOR 4333 1 10 4 1700 55 23 552 380 375 257TH ST COLLECTOR 1013 1 10 4 1700 55 23 553 381 374 240TH AVE COLLECTOR 12019 1 12 4 1700 55 16 554 381 385 240TH AVE COLLECTOR 4761 1 12 4 1700 55 16 555 382 383 BLUFF RD COLLECTOR 5161 1 10 4 1700 55 17 556 383 384 BLUFF RD COLLECTOR 7918 1 10 4 1700 55 17 557 384 381 BLUFF RD COLLECTOR 5889 1 10 4 1700 55 16 558 385 386 240TH AVE COLLECTOR 1463 1 12 4 1700 55 16 559 386 387 240TH AVE COLLECTOR 1836 1 12 4 1700 55 16 560 387 314 240TH AVE COLLECTOR 3599 1 10 4 1700 40 16 561 388 389 292ND ST COLLECTOR 1617 1 10 3 1700 50 17 562 389 400 292ND ST COLLECTOR 5488 1 10 3 1700 50 17 563 390 391 292ND ST COLLECTOR 3189 1 10 3 1700 50 16 564 391 392 292ND ST COLLECTOR 1795 1 10 3 1700 50 16 565 392 393 240TH AVE COLLECTOR 1652 1 10 3 1700 50 16 566 393 394 240TH AVE COLLECTOR 1861 1 10 3 1700 50 16 567 394 395 240TH AVE COLLECTOR 793 1 10 4 1575 35 16 568 395 396 240TH AVE COLLECTOR 1601 1 10 4 1575 40 16 569 396 314 S SALINA RD COLLECTOR 1294 1 10 4 1700 40 16 570 397 398 262ND ST COLLECTOR 9867 1 10 4 1700 50 16 Quad Cities Generating Station Evacuation Time Estimate K-55 KLD Engineering, P.C.Rev. 0 571 398 399 262ND ST COLLECTOR 1357 1 10 4 1750 50 5 572 399 103 300TH AVE COLLECTOR 2490 1 10 4 1700 50 5 573 400 390 292ND ST COLLECTOR 1263 1 10 3 1700 50 16 574 400 945 350TH AVE COLLECTOR 657 1 12 4 1750 55 16 575 401 101 US 30 MINOR ARTERIAL 10555 2 12 4 1900 55 6 576 402 784 220TH ST COLLECTOR 5292 1 12 4 1700 55 6 577 403 404 ELVIRA RD COLLECTOR 6142 1 12 4 1700 55 6 578 404 405 ELVIRA RD COLLECTOR 759 1 12 4 1575 40 6 579 405 406 380TH AVE COLLECTOR 1590 1 12 4 1700 45 6 580 406 407 215TH ST COLLECTOR 886 1 12 4 1575 35 6 581 407 336 215TH ST COLLECTOR 8548 1 12 4 1700 45 5 582 408 358 ELVIRA RD COLLECTOR 10609 1 12 4 1750 55 7 583 408 768 ELVIRA RD COLLECTOR 13438 1 12 4 1700 50 8 584 409 410 13TH AVE N COLLECTOR 6903 1 12 4 1750 50 8 585 409 768 ELVIRA RD COLLECTOR 3250 1 12 4 1700 50 8 586 410 409 13TH AVE N COLLECTOR 6903 1 12 4 1700 50 8 587 410 411 13TH AVE N COLLECTOR 1514 1 12 0 1700 40 8 588 410 580 MILL CREEK PKWY COLLECTOR 2461 1 12 4 1700 50 8 589 411 410 13TH AVE N COLLECTOR 1514 1 12 0 1750 40 8 590 411 412 13TH AVE N COLLECTOR 3283 2 12 0 1750 35 8 591 411 580 16TH ST NW COLLECTOR 1622 1 10 0 1700 40 8 592 412 411 13TH AVE N COLLECTOR 3283 2 12 0 1900 35 8 593 412 413 13TH AVE N COLLECTOR 1481 2 12 0 1750 35 9 594 413 412 13TH AVE N COLLECTOR 1481 2 12 0 1750 35 9 595 413 414 13TH AVE N COLLECTOR 4720 2 12 0 1750 35 9 596 414 133 13TH AVE N COLLECTOR 363 2 12 0 1750 35 9 Quad Cities Generating Station K-56 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 Up Down No Lan Shule Flo 0Flow Stream Stea Legt of Wit Widt Rat Speed Gri Link #5 Node Nod Roda Name Roda Typ (f. Lae (f. (f. S. mh Nme 597 414 413 13TH AVE N COLLECTOR 4720 2 12 0 1750 35 9 598 415 416 N PARK AVE COLLECTOR 142 1 10 0 1575 35 18 599 416 417 5TH AVE S COLLECTOR 2920 1 12 10 1700 35 18 600 417 418 ALBANY ST COLLECTOR 838 1 12 10 1700 45 18 601 418 419 ALBANY ST COLLECTOR 6306 1 12 4 1700 55 18 602 419 420 ALBANY ST COLLECTOR 3841 1 12 4 1700 55 19 603 420 421 ALBANY ST COLLECTOR 10026 1 12 4 1700 55 19 604 421 422 ALBANY ST COLLECTOR 6597 1 12 4 1700 55 19 605 422 423 ALBANY ST COLLECTOR 1680 1 12 4 1700 55 19 606 423 424 ALBANY ST COLLECTOR 2814 1 12 4 1700 55 19 607 424 425 ALBANY ST COLLECTOR 1610 1 12 4 1700 40 19 608 425 426 ALBANY ST COLLECTOR 2104 1 12 4 1700 55 19 609 426 427 ALBANY ST COLLECTOR 5716 1 12 4 1700 55 19 610 427 428 ALBANY ST COLLECTOR 2587 1 12 4 1700 55 20 611 428 429 ALBANY ST COLLECTOR 1018 1 12 4 1700 40 20 612 429 430 ALBANY ST COLLECTOR 3824 1 12 4 1700 55 20 613 429 771 ROUTE 2 COLLECTOR 2451 1 12 4 1700 50 20 614 430 431 ALBANY ST COLLECTOR 1022 1 12 4 1700 55 26 615 431 89 1-88 ON-RAMP FREEWAY RAMP 823 1 14 10 1700 45 26 616 431 432 ALBANY ST FREEWAY RAMP 1323 1 12 10 1700 50 26 617 432 90 1-88 ON-RAMP FREEWAY RAMP 901 1 14 10 1700 45 26 618 432 433 ALBANY ST COLLECTOR 1849 1 12 4 1700 50 26 619 433 890 ALBANY ST COLLECTOR 792 1 12 4 1700 50 26 620 434 435 ALBANY ST COLLECTOR 3151 1 12 4 1700 45 26 621 435 2 ALBANY ST COLLECTOR 2247 1 10 4 1575 35 26 622 436 232 94TH AVE N COLLECTOR 2685 1 12 10 1700 30 23 Quad Cities Generating Station Evacuation Time Estimate K-57 KLD Engineering, P.C.Rev. 0 Stea Stea Legh o ith Wdh Rt Speed Gri 623 436 437 94TH AVE N COLLECTOR 4230 1 12 0 1700 40 23 624 437 438 94TH AVE N COLLECTOR 1312 1 12 0 1700 40 24 625 438 797 94TH AVE N COLLECTOR 10322 1 12 0 1700 50 24 626 439 503 94TH AVE N COLLECTOR 5131 1 12 0 1750 50 25 627 440 465 MOLINE RD COLLECTOR 1961 1 10 4 1700 50 25 628 440 473 MOLINE RD COLLECTOR 1865 1 12 4 1700 50 25 629 440 515 MAIN ST COLLECTOR 3933 1 12 0 1700 35 25 630 441 41 1-80 ON-RAMP FREEWAY RAMP 815 1 14 10 1575 35 29 631 441 165 1-80 OFF-RAMP FREEWAY RAMP 1174 1 14 10 1750 45 29 632 442 40 1-80 ON-RAMP FREEWAY RAMP 1426 1 14 10 1700 45 29 633 442 164 1-80 OFF-RAMP FREEWAY RAMP 990 1 14 10 1750 45 29 634 443 175 EAGLE RIDGE RD COLLECTOR 476 1 12 10 1750 45 29 635 444 37 1-80 ON-RAMP FREEWAY RAMP 673 1 14 10 1700 40 22 636 445 37 1-80 FREEWAY 6915 2 12 10 2250 70 22 637 445 38 1-80 FREEWAY 6136 2 12 10 2250 70 22 638 446 447 MOLINE RD COLLECTOR 3273 1 12 4 1700 50 30 639 446 462 MOLINE RD COLLECTOR 3301 1 10 4 1700 50 30 640 447 448 MOLINE RD COLLECTOR 3112 1 12 4 1700 50 30 641 448 461 MOLINE RD COLLECTOR 2829 1 12 4 1700 50 30 642 449 450 MOLINE RD COLLECTOR 2619 1 12 4 1700 50 30 643 450 451 MOLINE RD COLLECTOR 951 1 12 4 1700 50 30 644 451 452 MOLINE RD COLLECTOR 3222 1 12 4 1700 50 30 645 452 453 MOLINE RD COLLECTOR 1019 1 12 4 1700 50 30 646 453 454 MOLINE RD COLLECTOR 1073 1 10 0 1700 40 30 647 454 455 MOLINE RD COLLECTOR 4410 1 10 0 1700 50 30 648 454 466 SR 92 COLLECTOR 2507 1 12 3 1700 55 30 Quad Cities Generating Station K-58 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 Sauain Fe Up Down No Ln Shole Flo Flow Stea StemLnt f Wdh Wdh Rt Speed Gri Link #O Node Nod Roda Name Roawa Syp (f. Lae (f. f. p ) (p)Nme 649 455 456 MOLINE RD COLLECTOR 3122 1 10 0 1700 50 29 650 456 457 MOLINE RD COLLECTOR 2568 1 10 0 1700 50 29 651 457 458 MOLINE RD COLLECTOR 2183 1 10 6 1700 50 29 652 458 459 MOLINE RD COLLECTOR 3114 1 10 6 1700 50 29 653 459 460 MOLINE RD FREEWAY RAMP 2056 1 10 6 1700 50 29 654 460 70 1-88 ON-RAMP FREEWAY RAMP 1484 1 14 10 1700 40 29 655 461 449 MOLINE RD COLLECTOR 2778 1 12 4 1700 50 30 656 462 446 MOLINE RD COLLECTOR 3301 1 12 4 1700 50 30 657 462 463 MOLINE RD COLLECTOR 1577 1 10 4 1700 50 25 658 463 462 MOLINE RD COLLECTOR 1577 1 12 4 1700 50 25 659 463 464 MOLINE RD COLLECTOR 5393 1 10 4 1700 50 25 660 464 79 1-880ON-RAMP FREEWAY RAMP 883 1 14 10 1700 45 25 661 464 463 MOLINE RD COLLECTOR 5393 1 12 4 1700 50 25 662 464 465 MOLINE RD COLLECTOR 1299 1 10 4 1700 50 25 663 465 80 1-88 ON-RAMP FREEWAY RAMP 865 1 14 10 1700 45 25 664 465 440 MOLINE RD COLLECTOR 1961 1 10 4 1700 50 25 665 465 464 MOLINE RD FREEWAY RAMP 1299 1 10 4 1700 50 25 666 466 467 SR 92 FREEWAY RAMP 6396 1 12 3 1700 55 30 667 467 77 1-88 ON-RAMP FREEWAY RAMP 1015 1 12 10 1700 45 30 668 467 468 SR 92 COLLECTOR 10868 1 12 3 1700 55 30 669 468 469 5R392 COLLECTOR 6646 1 12 3 1700 55 31 670 469 470 SR 92 COLLECTOR 6192 1 12 3 1700 55 31 671 470 526 SR 92 COLLECTOR 4986 1 12 3 1700 55 31 672 470 660 SR 82 COLLECTOR 9768 1 12 0 1700 55 31 673 471 472 SR 92 COLLECTOR 2884 1 12 3 1700 55 31 674 473 474 MOLINE RD COLLECTOR 3410 1 12 4 1700 50 25 Quad Cities Generating Station K-59 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 Up- Down No Ln Shole Flo Flowg Stem Sraegh o Wit Wit Rat Speed Gri Link #5 Node Node Roda Nam Roda Typ (f. Lae (f.Sf..(c mp) Nme 675 474 475 MOLINE RD COLLECTOR 18425 1 12 4 1700 50 25 676 475 476 12TH ST COLLECTOR 7161 1 12 4 1700 45 26 677 476 477 12TH ST COLLECTOR 2128 1 12 4 1575 35 26 678 477 626 12TH ST COLLECTOR 356 1 12 4 1575 35 26 679 478 479 MOLINE RD COLLECTOR 1365 1 10 4 1700 40 26 680 479 480 MOLINE RD COLLECTOR 2065 1 10 4 1700 40 26 681 480 481 MOLINE RD COLLECTOR 1189 1 10 4 1700 40 26 682 481 482 MOLINE RD COLLECTOR 1907 1 10 4 1700 40 26 683 482 483 MOLINE RD COLLECTOR 2763 1 10 4 1700 40 26 684 483 484 MOLINE RD COLLECTOR 10331 1 12 10 1700 45 26 685 485 486 157TH AVE N COLLECTOR 1181 1 12 0 1700 45 24 686 486 487 CO RD BB COLLECTOR 1603 1 12 0 1700 55 24 687 487 488 150TH AVE N COLLECTOR 498 1 12 0 1575 45 24 688 488 780 150TH AVE N COLLECTOR 7513 1 12 0 1700 55 24 689 489 490 150TH AVE N COLLECTOR 4019 1 12 0 1700 55 24 690 490 491 CO RD BB COLLECTOR 1428 1 12 0 1700 45 24 691 491 492 CO RD BB COLLECTOR 1515 1 12 0 1700 45 24 692 492 493 CO RD BB COLLECTOR 1478 1 12 0 1700 55 25 693 493 494 CORDOVA RD COLLECTOR 1287 1 12 0 1700 55 25 694 493 504 303RD ST N COLLECTOR 5612 1 12 0 1700 55 25 695 494 495 CORDOVA RD COLLECTOR 5113 1 12 0 1700 55 25 696 495 496 CORDOVA RD COLLECTOR 2474 1 12 0 1700 55 25 697 496 497 CORDOVA RD COLLECTOR 7798 1 12 0 1700 55 25 698 497 498 CORDOVA RD COLLECTOR 1104 1 12 0 1700 55 25 699 498 499 CORDOVA RD COLLECTOR 2444 1 12 0 1700 5S 25 700 499 500 CORDOVA RD COLLECTOR 2921 1 12 0 1700 55 25 Quad Cities Generating Station Evacuation Time Estimate K-60 KLD Engineering, P.C.Rev. 0 701 So 501 CORDOVA RD COLLECTOR 3832 10 1700 26 702 501 502 7TH AVE COLLECTOR 5915 1 12 0 1700 55 26 703 502 477 7TH AVE COLLECTOR 1283 1 10 0 1575 35 26 704 503 440 94TH AVE N COLLECTOR 1131 1 12 0 1700 30 25 705 504 505 303RD ST N COLLECTOR 2394 1 12 0 1700 55 25 706 505 506 303RD ST N COLLECTOR 571 1 12 0 1575 40 25 707 506 507 122ND AVE N COLLECTOR 1984 1 12 0 1700 55 25 708 507 508 317TH ST N COLLECTOR 464 1 12 0 1575 40 25 709 508 509 317TH ST N COLLECTOR 765 1 12 0 1700 55 25 710 509 510 317TH ST N COLLECTOR 716 1 12 0 1700 40 25 711 510 511 317TH ST N COLLECTOR 754 1 12 0 1700 40 25 712 511 512 317TH ST N COLLECTOR 3500 1 12 0 1700 55 25 713 512 513 317TH ST N COLLECTOR 2851 1 12 0 1700 55 25 714 513 839 317TH ST N COLLECTOR 1232 1 10 0 1700 55 25 715 514 503 317TH ST N COLLECTOR 700 1 10 0 1750 55 25 716 515 516 JACKSON ST COLLECTOR 1252 1 12 10 1700 45 25 717 516 517 JACKSON ST COLLECTOR 1947 1 12 10 1700 45 25 718 517 518 JACKSON ST COLLECTOR 753 1 12 10 1575 30 25 719 518 519 83RD AVE N COLLECTOR 2778 1 12 10 1700 45 25 720 519 520 JENSON RD COLLECTOR 1572 1 12 10 1700 45 25 721 520 521 JENSON RD COLLECTOR 2496 1 12 10 1700 45 25 722 521 522 CHASE RD COLLECTOR 482 1 12 10 1700 40 25 723 522 523 CHASE RD COLLECTOR 5730 1 12 4 1700 55 31 724 523 524 E 1529TH ST COLLECTOR 1117 1 12 4 1700 45 31 725 524 525 E 1529TH ST COLLECTOR 1189 1 12 4 1700 45 31 726 525 526 E 1529TH ST COLLECTOR 8196 1 12 4 1700 55 31 Quad Cities Generating Station Evacuation Time Estimate K-61 KLD Engineering, P.C.Rev. 0 727 526 471 SR 92 COLLECTOR 6710 1 23 1700 5531 728 527 528 GARDEN PLAIN RD COLLECTOR 11090 1 12 4 1700 55 12 729 528 889 GARDEN PLAIN RD COLLECTOR 648 1 12 4 1700 55 12 730 529 530 GARDEN PLAIN RD COLLECTOR 2544 1 12 4 1700 55 13 731 530 531 GARDEN PLAIN RD COLLECTOR 2083 1 12 4 1700 55 13 732 531 532 GARDEN PLAIN RD COLLECTOR 3272 1 12 4 1700 55 13 733 532 533 GARDEN PLAIN RD COLLECTOR 7081 1 12 4 1700 55 13 734 533 534 GARDEN PLAIN RD COLLECTOR 5406 1 12 4 1700 55 13 735 534 948 GARDEN PLAIN RD COLLECTOR 1593 1 12 4 1700 55 13 736 535 536 SR 136 COLLECTOR 2566 1 12 0 1700 40 9 737 535 553 N 2ND ST COLLECTOR 813 2 12 0 1900 40 9 738 536 537 SR 136 COLLECTOR 1986 1 12 0 1700 40 9 739 537 866 SR 136 COLLECTOR 581 1 12 0 1575 35 10 740 538 216 SR 136 COLLECTOR 682 1 12 4 1575 35 10 741 539 540 SR 136 COLLECTOR 8051 1 12 4 1700 55 10 742 540 121 SR 136 COLLECTOR 283 1 12 4 1700 45 13 743 541 537 4TH ST COLLECTOR 1775 1 9 0 1350 30 10 744 542 537 4TH ST COLLECTOR 2381 1 9 0 1350 30 10 745 543 544 S2NDST COLLECTOR 366 2 10 0 1750 25 11 746 544 545 S2NDST COLLECTOR 428 2 10 0 1750 25 11 747 545 546 S2ND ST COLLECTOR 402 2 10 0 1750 25 11 748 546 547 S2ND ST COLLECTOR 388 2 10 0 1750 25 11 749 547 548 S2ND ST COLLECTOR 412 2 10 0 1750 25 11 750 548 549 N 2ND ST COLLECTOR 1010 2 10 0 1900 25 11 751 549 550 N 2ND ST COLLECTOR 1003 2 12 0 1750 40 9 752 550 551 N 2ND ST COLLECTOR 1324 2 12 0 1750 40 9 Quad Cities Generating Station K-62 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 Sauato Fre 753 551 552 N 2ND ST COLLECTOR 1900 2 12 0 1750 40 9 754 552 133 13TH AVE N COLLECTOR 690 2 12 0 1750 35 9 755 552 535 N 2ND ST COLLECTOR 2881 2 12 0 1750 40 9 756 553 554 N 2ND ST COLLECTOR 1596 1 12 0 1750 40 9 757 554 136 SR 136 COLLECTOR 1076 1 10 0 1750 30 9 758 554 952 N 2ND ST LOCAL ROADWAY 2873 1 8 0 1575 35 9 759 555 556 SR 136 COLLECTOR 1515 1 10 0 1700 50 9 760 555 579 SR 136 COLLECTOR 4721 1 10 0 1700 40 9 761 556 557 SR 136 COLLECTOR 4025 1 10 0 1750 50 8 762 557 583 SR 136 COLLECTOR 1269 1 10 0 1700 50 8 763 557 584 16TH ST NW COLLECTOR 1187 1 12 4 1700 55 8 764 558 559 SR 136 COLLECTOR 933 1 10 0 1575 45 8 765 559 560 SR 136 COLLECTOR 1620 1 10 0 1700 55 8 766 560 561 SR 136 COLLECTOR 2501 1 10 0 1700 55 8 767 561 562 SR 136 COLLECTOR 3652 1 10 0 1700 55 8 768 562 563 SR 136 COLLECTOR 2034 1 10 0 1700 55 8 769 563 564 SR 136 COLLECTOR 2886 1 10 0 1700 55 3 770 564 565 SR 136 COLLECTOR 5261 1 10 0 1700 55 3 771 565 566 SR 136 COLLECTOR 1308 1 10 0 1700 55 3 772 566 567 SR 136 COLLECTOR 3685 1 10 0 1700 55 3 773 567 568 SR 136 COLLECTOR 845 1 10 0 1700 45 3 774 568 569 SR 136 COLLECTOR 845 1 10 0 1700 55 3 775 569 570 SR 136 COLLECTOR 1903 1 10 0 1700 55 3 776 570 571 SR 136 COLLECTOR 2645 1 10 0 1700 55 2 777 571 572 SR 136 COLLECTOR 1332 1 10 0 1700 55 2 778 572 573 SR 136 COLLECTOR 667 1 10 0 1700 45 2 Quad Cities Generating Station Evacuation Time Estimate K-63 KLD Engineering, P.C.Rev. 0 Sauain Fe 779 573 574 SIR 136 COLLECTOR 5240 I 10 0 1700 55 2 780 574 575 SR 136 COLLECTOR 2379 1 10 0 1700 55 2 781 575 576 SR 136 COLLECTOR 1440 1 10 0 1700 55 2 782 576 577 SR 136 COLLECTOR 2597 1 10 0 1700 55 2 783 577 361 SR 136 COLLECTOR 1797 1 10 0 1750 55 2 784 579 136 SR 136 COLLECTOR 631 1 10 0 1750 40 9 785 579 555 SR 136 COLLECTOR 4706 1 10 0 1750 40 9 786 580 557 16TH ST NW COLLECTOR 3681 1 10 0 1750 40 8 787 580 581 MILL CREEK PKWY COLLECTOR 1593 1 12 4 1700 50 8 788 581 582 MILL CREEK PKWY COLLECTOR 3687 1 12 4 1700 50 9 789 582 555 MILL CREEK PKWY COLLECTOR 1633 2 12 4 1750 50 9 790 583 558 SR 136 COLLECTOR 4908 1 10 0 1700 55 8 791 584 585 442ND AVE COLLECTOR 4000 1 12 4 1700 55 8 792 585 586 442ND AVE COLLECTOR 2162 1 12 4 1700 55 8 793 586 587 442ND AVE COLLECTOR 1938 1 12 4 1700 55 8 794 587 588 442ND AVE COLLECTOR 1292 1 12 4 1700 55 3 795 588 589 442ND AVE COLLECTOR 1755 1 12 4 1700 55 3 796 589 590 442ND AVE COLLECTOR 3688 1 12 4 1700 55 3 797 590 591 442ND AVE COLLECTOR 2314 1 12 4 1700 55 3 798 591 597 442ND AVE COLLECTOR 2021 1 12 4 1700 55 3 799 592 593 442ND AVE COLLECTOR 726 1 12 4 1700 55 3 800 593 594 170TH ST COLLECTOR 4177 1 12 4 1700 55 3 801 594 595 432ND AVE COLLECTOR 1069 1 12 4 1700 55 3 802 595 596 432ND AVE COLLECTOR 4435 1 12 4 1700 55 3 803 597 592 442ND AVE COLLECTOR 1014 1 12 4 1700 55 3 804 598 599 MILL CREEK PKWY COLLECTOR 2545 1 12 4 1700 50 8 Quad Cities Generating Station Evacuation Time Estimate K-64 KLD Engineering, P.C.Rev. 0 805 599 600 MILL CREEK PKWY COLLECTOR 1703 1 12 4 1700 50 8 806 600 601 MILL CREEK PKWY COLLECTOR 3776 1 12 4 1700 50 8 807 601 602 MILL CREEK PKWY COLLECTOR 1982 1 12 4 1700 50 8 808 602 603 MILL CREEK PKWY COLLECTOR 4366 1 12 4 1700 50 8 809 602 767 2ND AVE S COLLECTOR 8101 1 10 10 1700 45 8 810 603 410 MILL CREEK PKWY COLLECTOR 1393 1 12 4 1750 50 8 811 604 98 US 30 MINOR ARTERIAL 2828 2 12 3 1750 50 8 812 604 605 MANUFACTURING DR COLLECTOR 1608 2 12 0 1900 50 8 813 604 625 US 30 MINOR ARTERIAL 812 2 12 3 1750 50 8 814 605 604 MANUFACTURING DR COLLECTOR 1610 2 12 0 1750 50 8 815 605 606 MANUFACTURING DR COLLECTOR 1071 2 12 0 1750 50 8 816 606 607 MANUFACTURING DR COLLECTOR 4195 1 12 0 1750 50 8 817 607 608 MANUFACTURING DR COLLECTOR 1623 1 12 0 1750 50 8 818 608 762 S 18TH ST COLLECTOR 1754 1 10 0 1700 40 8 819 608 763 S BLUFF BLVD COLLECTOR 1449 1 12 10 1350 30 8 820 609 610 S BLUFF BLVD COLLECTOR 1750 2 10 0 1750 35 8 821 610 611 S BLUFF BLVD COLLECTOR 3053 2 10 0 1750 35 11 822 611 612 N BLUFF BLVD COLLECTOR 2819 2 10 0 1900 35 11 823 611 615 2ND AVE S COLLECTOR 1617 2 12 0 1900 40 11 824 612 413 SPRINGDALE DR COLLECTOR 4168 1 10 0 1750 30 9 825 612 613 N BLUFF BLVD COLLECTOR 1067 2 10 0 1900 35 9 826 613 614 7TH AVE N COLLECTOR 905 1 10 0 1750 35 9 827 614 132 7TH AVE N COLLECTOR 721 1 10 0 1750 35 9 828 614 858 S 4TH ST COLLECTOR 1100 2 12 0 1900 40 9 829 615 412 N 11TH ST COLLECTOR 5327 1 10 0 1750 35 9 830 615 611 2ND AVE S COLLECTOR 1617 2 12 0 1750 40 11 Quad Cities Generating Station K-65 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 Saturation Free Up- Down- No. Lane Shoulder Flow Flow Stream Stream Length of Width Width Rate Speed Grid Link # Node Node Roadway Name Roadway Type (ft.) Lanes (ft.) (ft.) (pcphpl) (mph) Number 831 615 758 2ND AVE S COLLECTOR 1409 2 12 0 1750 40 8 832 616 98 7TH AVE COLLECTOR 3621 1 10 0 1750 45 8 833 617 194 7TH AVE COLLECTOR 2918 1 10 0 1350 30 18 834 618 619 9TH AVE COLLECTOR 1172 1 12 4 1700 55 8 835 619 620 ANAMOSA RD COLLECTOR 1046 1 10 4 1700 45 8 836 619 830 44TH AVE S COLLECTOR 9317 1 12 4 1700 55 8 837 620 621 ANAMOSA RD COLLECTOR 928 1 10 4 1700 45 8 838 621 622 ANAMOSA RD COLLECTOR 4040 1 10 4 1700 45 8 839 622 97 ANAMOSA RD COLLECTOR 1017 1 10 4 1750 45 8 840 623 192 9TH AVE COLLECTOR 3214 1 10 4 1350 30 18 841 624 195 US 67 COLLECTOR 1491 2 10 0 1900 30 18 842 625 99 US 30 MINOR ARTERIAL 523 2 12 3 1750 50 8 843 625 604 US 30 MINOR ARTERIAL 812 2 12 3 1750 50 8 844 625 605 S 25TH ST COLLECTOR 1379 2 12 0 1750 35 8 845 626 2 12TH ST COLLECTOR 695 1 12 4 1575 35 26 846 626 627 8TH AVE COLLECTOR 774 1 12 10 1575 35 26 847 627 628 ALBANY ST COLLECTOR 355 1 12 0 1575 35 26 848 628 629 MAIN ST COLLECTOR 1252 1 10 3 1575 35 26 849 629 630 ERIE RD COLLECTOR 3615 1 10 3 1575 35 26 850 630 631 ERIE RD COLLECTOR 4406 1 12 4 1700 45 26 851 631 632 ERIE RD COLLECTOR 1550 1 12 4 1700 40 26 852 632 633 ERIE RD COLLECTOR 1621 1 12 4 1700 40 26 853 633 634 ERIE RD COLLECTOR 1721 1 12 4 1700 45 26 854 634 635 ERIE RD COLLECTOR 1158 1 12 4 1700 45 26 855 636 637 BARBER CREEK RD COLLECTOR 1524 1 10 4 1700 50 23 856 636 651 ROSE HILL RD COLLECTOR 1113 1 10 4 1700 50 29 Quad Cities Generating Station Evacuation Time Estimate K-66 KLD Engineering, P.C.Rev. 0 857 637 638 71ST AVE COLLECTOR 4107 1 10 4 1700 50 23 858 638 639 71ST AVE COLLECTOR 1554 1 10 4 1700 50 29 859 639 640 71ST AVE COLLECTOR 1550 1 10 4 1700 50 29 860 640 641 71ST AVE COLLECTOR 1899 1 10 4 1700 50 29 861 641 642 71ST AVE COLLECTOR 850 1 10 4 1700 50 30 862 642 643 71ST AVE COLLECTOR 776 1 10 4 1700 50 30 863 643 644 71ST AVE COLLECTOR 2431 1 10 4 1700 50 30 864 644 645 71ST AVE COLLECTOR 964 1 10 4 1700 50 30 865 645 646 71ST AVE COLLECTOR 914 1 10 4 1700 50 30 866 646 647 71ST AVE COLLECTOR 712 1 10 4 1700 50 30 867 647 648 71ST AVE COLLECTOR 431 1 10 4 1750 40 30 868 648 649 256TH ST N COLLECTOR 2453 1 10 4 1700 50 30 869 649 650 256TH ST N COLLECTOR 1128 1 10 4 1700 50 30 870 650 450 256TH ST N COLLECTOR 1458 1 10 4 1700 40 30 871 65 652 ROSE HILL RD COLLECTOR 894 1 10 4 1700 50 29 872 652 653 ROSE HILL RD COLLECTOR 1947 1 10 4 1700 50 29 873 653 654 221ST ST N COLLECTOR 862 1 10 4 1700 50 29 874 654 655 221ST ST N COLLECTOR 2176 1 10 4 1700 50 29 875 655 656 221ST ST N COLLECTOR 5079 1 10 4 1700 50 29 876 656 657 221ST ST N COLLECTOR 727 1 10 4 1700 50 29 877 657 658 221ST ST N COLLECTOR 1924 1 10 4 1700 50 29 878 658 659 221ST ST N COLLECTOR 1541 1 10 4 1700 50 29 879 659 457 221ST ST N COLLECTOR 1557 1 10 4 1700 50 29 880 661 250 MORTON DR COLLECTOR 7943 1 12 10 1750 45 28 881 661 662 158TH ST N COLLECTOR 2832 1 10 4 1700 40 28 882 661 811 MORTON DR COLLECTOR 1963 1 12 10 1700 45 28 Quad Cities Generating Station Evacuation Time Estimate K-67 KLD Engineering, P.C.Rev. 0 Stea StreamJ Legt of~ Widt Widt Rat Spe Gr~ *Eid 883 662 62 158TH ST N COLLECTOR 944 1 10 4 1750 45 28 884 663 59 CROSSTOWN AVE COLLECTOR 912 1 12 10 1750 45 28 885 665 251 SR 92 COLLECTOR 911 1 12 10 1750 45 28 886 666 26 W 65TH ST COLLECTOR 2024 1 12 10 1750 45 27 887 667 668 JERSEY RIDGE RD COLLECTOR 900 1 12 5 1700 40 27 888 668 670 JERSEY RIDGE RD COLLECTOR 1201 1 12 5 1700 40 27 889 669 906 JERSEY RIDGE RD MINOR ARTERIAL 5007 2 12 0 1750 40 27 890 670 311 JERSEY RIDGE RD COLLECTOR 1354 2 12 0 1750 40 27 891 671 311 E 53RD ST MINOR ARTERIAL 1475 2 12 0 1750 50 27 892 672 671 LORTON AVE COLLECTOR 646 1 12 10 1750 35 27 893 673 671 E 53RD ST MINOR ARTERIAL 1719 2 12 0 1750 50 27 894 674 673 ELMORE CIR COLLECTOR 577 1 12 10 1750 45 27 895 675 310 ELMORE AVE COLLECTOR 569 1 12 10 1750 45 27 896 676 308 E 53RD ST MINOR ARTERIAL 861 2 12 0 1750 50 27 897 677 678 53RD AVE COLLECTOR 3003 2 12 0 1750 50 28 898 678 679 53RD AVE COLLECTOR 2741 2 12 0 1900 50 27 899 678 683 DEVILS GLEN RD COLLECTOR 1808 2 12 0 1900 40 28 900 679 680 53RD AVE COLLECTOR 1571 2 12 0 1750 50 27 901 680 307 53RD AVE COLLECTOR 3911 2 12 0 1750 50 27 902 681 313 UTICA RIDGE RD COLLECTOR 3173 1 12 5 1700 50 27 903 682 827 FOREST GROVE RD COLLECTOR 6370 1 12 4 1700 50 27 904 682 828 DEVILS GLEN RD COLLECTOR 5178 1 12 0 1700 40 28 905 683 887 DEVILS GLEN RD COLLECTOR 555 2 12 0 1900 40 28 906 684 685 DEVILS GLEN RD COLLECTOR 2008 2 12 0 1750 40 28 907 685 686 DEVILS GLEN RD COLLECTOR 1590 2 12 0 1750 40 28 908 686 269 DEVILS GLEN RD COLLECTOR 1772 2 12 0 1750 40 28 Quad Cities Generating Station Evacuation Time Estimate K-68 KLD Engineering, P.C.Rev. 0 909 687 267 TANGLEFOOT LN COLLECTOR 1050 1 12 0 1750 40 28 910 687 685 TANGLEFOOT LN COLLECTOR 3216 1 12 0 1750 40 28 911 688 174 US 67 MINOR ARTERIAL 1569 2 12 0 1900 50 28 912 689 688 DEVILS GLEN RD COLLECTOR 2012 2 12 0 1750 40 28 913 690 270 MIDDLE RD COLLECTOR 738 2 12 0 1900 40 27 914 691 690 AAA CT COLLECTOR 658 1 12 10 1750 35 27 915 692 686 MAPLE GLEN DR COLLECTOR 370 1 12 10 1750 35 28 916 693 685 TANGLEFOOT LN COLLECTOR 4127 1 12 10 1750 45 27 917 694 684 DRIVEWAY COLLECTOR 1047 1 12 10 1750 35 28 918 695 683 DRIVEWAY COLLECTOR 232 1 12 10 1750 30 28 919 696 680 18TH ST COLLECTOR 2646 1 12 0 1750 40 27 920 697 676 DRIVEWAY COLLECTOR 503 1 12 10 1750 35 27 921 698 269 MIDDLE RD COLLECTOR 2052 2 12 0 1750 40 28 922 699 698 BELMONT RD COLLECTOR 700 1 12 10 1750 45 28 923 700 265 CROW CREEK RD COLLECTOR 6353 1 12 0 1750 40 28 924 701 702 53RD AVE COLLECTOR 634 1 12 10 1125 25 28 MIDDLE RD TRAFFIC 925 702 262 CIRCLE COLLECTOR 120 1 12 10 900 20 28 926 703 285 E LECLAIRE RD COLLECTOR 3025 1 12 4 1750 55 21 927 704 703 N 9TH AVE COLLECTOR 1062 1 12 10 1750 40 21 928 705 706 WELLS FERRY RD COLLECTOR 1475 1 12 4 1700 50 22 929 706 707 WELLS FERRY RD COLLECTOR 2146 1 12 4 1700 50 28 930 707 820 FOREST GROVE RD COLLECTOR 1558 1 12 4 1700 50 28 931 707 821 WELLS FERRY RD COLLECTOR 1822 1 12 4 1700 50 28 932 708 709 VALLEY DR COLLECTOR 1161 1 10 0 1700 40 28 933 709 710 VALLEY DR COLLECTOR 540 1 10 0 1700 40 28 Quad Cities Generating Station K-69 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 Saturation Free Up- Down- No. Lane Shoulder Flow Flow Stream Stream Length of Width Width Rate Speed Grid Link # Node Node Roadway Name Roadway Type (ft.) Lanes (ft.) (ft.) (pcphpl) (mph) Number 934 710 711 VALLEY DR COLLECTOR 1839 1 10 0 1700 40 28 935 711 712 VALLEY DR COLLECTOR 789 1 10 0 1700 40 28 936 712 713 VALLEY DR COLLECTOR 1298 1 10 0 1700 40 28 937 713 714 VALLEY DR COLLECTOR 2081 1 10 0 1700 40 28 938 714 817 VALLEY DR COLLECTOR 828 1 10 0 1700 40 28 939 715 716 VALLEY DR COLLECTOR 3409 1 10 0 1700 40 28 940 715 813 N SPENCER RD COLLECTOR 230 1 12 0 1700 40 28 941 716 717 VALLEY DR COLLECTOR 663 1 10 0 1700 40 28 942 717 700 CROW CREEK RD COLLECTOR 1141 1 12 0 1700 40 28 943 717 718 VALLEY DR COLLECTOR 1756 1 10 0 1700 40 28 944 718 719 VALLEY DR COLLECTOR 1512 1 10 0 1700 40 28 945 719 720 VALLEY DR COLLECTOR 4222 1 10 0 1700 40 28 946 720 172 VALLEY DR COLLECTOR 2878 1 10 0 1700 40 28 947 721 532 RT 23 COLLECTOR 4533 1 12 4 1700 50 20 948 722 723 ROUTE 23 COLLECTOR 2547 1 12 4 1700 50 20 949 722 729 RT 23 COLLECTOR 6718 1 12 4 1700 50 20 950 723 724 ROUTE 23 COLLECTOR 884 1 12 4 1700 50 20 951 724 725 ROUTE 23 COLLECTOR 3732 1 12 4 1700 50 20 952 725 726 ROUTE 23 COLLECTOR 5092 1 12 4 1700 35 20 953 726 727 ROUTE 23 COLLECTOR 483 1 12 4 1575 50 20 954 727 840 BLACK RD COLLECTOR 610 1 10 0 1700 55 20 955 729 721 RT 23 COLLECTOR 6743 1 12 4 1700 50 20 956 730 111 S 14TH ST COLLECTOR 3125 2 12 0 1750 35 8 957 730 844 S 14TH ST COLLECTOR 2179 2 12 0 1900 35 8 958 731 109 S 19TH ST COLLECTOR 1946 1 12 0 1750 35 8 959 731 607 S 19TH ST COLLECTOR 2984 1 12 0 1750 35 8 Quad Cities Generating Station Evacuation Time Estimate K-70 KLD Engineering, P.C.Rev. 0 960 732 110 S 17TH ST COLLECTOR 259 1 12 10 1750 35 8 961 733 115 S 4TH ST COLLECTOR 1175 1 10 0 1575 35 11 962 734 115 S 4TH ST COLLECTOR 1277 1 10 0 1575 35 11 963 734 116 LINCOLN HWY COLLECTOR 659 2 10 0 1750 35 11 964 735 114 S 5TH ST COLLECTOR 1251 1 12 10 1750 40 11 965 735 734 LINCOLN HWY COLLECTOR 721 2 10 0 1750 35 11 966 736 127 7TH AVE S COLLECTOR 674 2 10 0 1750 35 11 967 736 734 S 4TH ST COLLECTOR 412 1 10 0 1750 35 11 968 737 543 S2ND ST COLLECTOR 836 2 12 10 1750 40 11 969 738 611 2ND AVE S COLLECTOR 934 1 10 0 1750 35 11 970 739 738 S 7TH ST COLLECTOR 467 1 10 0 1750 35 11 971 740 738 2ND AVE S COLLECTOR 791 1 10 0 1750 35 11 972 741 742 2ND AVE S COLLECTOR 654 1 10 0 1575 35 11 973 742 131 S 3RD ST MINOR ARTERIAL 1136 2 10 0 1900 40 11 974 742 548 2ND AVE S COLLECTOR 680 1 10 0 1750 35 11 975 743 741 S 4TH ST COLLECTOR 799 1 12 0 1750 40 11 976 744 741 2ND AVE S COLLECTOR 737 1 10 0 1750 35 11 977 745 614 N 4TH ST COLLECTOR 967 1 12 0 1750 40 9 978 746 550 6TH AVE N COLLECTOR 1399 1 12 5 1750 40 9 979 746 551 RIVERVIEW DR COLLECTOR 2052 1 12 5 1750 40 9 980 747 545 5TH AVE S COLLECTOR 1119 1 12 5 1750 40 11 981 747 748 RIVERVIEW DR COLLECTOR 1707 1 12 5 1700 40 11 982 748 746 RIVERVIEW DR COLLECTOR 1222 1 12 5 1700 40 11 983 749 128 6TH AVE S COLLECTOR 692 1 10 0 1750 35 11 984 750 129 5TH AVE S COLLECTOR 682 1 10 0 1750 35 11 985 751 130 4TH AVE S COLLECTOR 692 1 10 0 1750 35 11 Quad Cities Generating Station Evacuation Time Estimate K-71 KLD Engineering, P.C.Rev. 0 986 752 547 3RD AVE S COLLECTOR 650 1 2 10 1750 4011 987 753 414 N 4TH ST COLLECTOR 453 2 12 10 1750 45 9 988 754 556 W STOCKWELL LN COLLECTOR 6420 1 12 10 1700 45 9 989 755 140 N STOCKWELL LN COLLECTOR 4262 1 12 10 1700 45 9 990 756 554 MAIN AVE COLLECTOR 646 1 10 0 1750 30 9 991 757 610 7TH AVE S COLLECTOR 1752 1 12 10 1750 40 11 992 758 759 2ND AVE S COLLECTOR 450 2 12 0 1900 40 8 993 759 761 2ND AVE S COLLECTOR 2834 1 12 0 1700 40 8 994 760 758 MYRA PL COLLECTOR 1678 1 12 10 1750 40 8 995 761 602 2ND AVE S COLLECTOR 2158 1 10 0 1700 40 8 996 761 764 N 18TH ST COLLECTOR 3844 1 10 0 1700 40 8 997 762 608 S 18TH ST COLLECTOR 1756 1 10 0 1750 40 8 998 762 761 S 18TH ST COLLECTOR 2677 1 10 0 1700 40 8 999 763 609 S BLUFF BLVD COLLECTOR 1031 2 12 10 1750 30 8 1000 764 603 N 18TH ST COLLECTOR 486 1 10 0 1700 40 8 1001 765 599 HARTS MILL RD COLLECTOR 2362 1 12 10 1700 45 8 1002 766 599 HARTS MILL RD COLLECTOR 2012 1 12 10 1700 45 8 1003 767 768 425TH AVE COLLECTOR 5267 1 10 10 1700 45 8 1004 768 408 ELVIRA RD COLLECTOR 13437 1 12 4 1700 50 8 1005 768 409 ELVIRA RD COLLECTOR 3250 1 12 4 1700 50 8 1006 769 217 10TH AVE COLLECTOR 2128 1 9 0 1350 30 10 1007 769 874 11TH ST COLLECTOR 1284 1 9 0 1350 30 10 1008 770 121 FROG POND RD COLLECTOR 10442 1 12 4 1700 55 13 1009 771 772 ROUTE 2 COLLECTOR 1381 1 12 10 1700 40 20 1010 772 773 ROUTE 2 COLLECTOR 1105 1 12 4 1700 50 20 1011 773 777 ROUTE 2 COLLECTOR 2735 1 12 4 1700 50 20 Quad Cities Generating Station Evacuation Time Estimate K-72 KLD Engineering, P.C.Rev. 0 1012 774 775 ROUTE 2 COLLECTOR 6231 1 12 4 1700 50 20 1013 775 776 ROUTE 2 COLLECTOR 1299 1 12 4 1700 50 20 1014 776 778 ROUTE 2 COLLECTOR 3042 1 12 10 1700 40 20 1015 777 774 ROUTE 2 COLLECTOR 6560 1 12 4 1700 50 20 1016 778 727 ROUTE 2 COLLECTOR 1357 1 12 4 1700 50 20 1017 779 203 261ST ST N COLLECTOR 7569 1 12 10 1700 45 18 1018 780 489 150TH AVE N COLLECTOR 4023 1 12 0 1700 55 24 1019 781 780 266TH ST N COLLECTOR 2595 1 12 10 1700 45 24 1020 782 490 MEREDOSIA RD COLLECTOR 8772 1 12 10 1700 45 24 1021 783 205 MEREDOSIA RD COLLECTOR 4991 1 12 10 1750 45 18 1022 784 403 220TH ST COLLECTOR 5303 1 12 4 1700 55 6 1023 785 784 330TH AVE COLLECTOR 2585 1 12 4 1700 55 6 1024 786 785 330TH AVE COLLECTOR 7979 1 12 4 1700 55 6 1025 792 338 11TH AVE COLLECTOR 2891 1 12 10 1750 35 5 1026 793 339 11TH ST COLLECTOR 3948 2 12 0 1900 40 5 1027 794 793 MAYNARD WAY COLLECTOR 779 1 10 0 1700 40 5 1028 795 794 MAYNARD WAY COLLECTOR 792 1 10 0 1700 40 5 1029 796 399 300TH AVE COLLECTOR 5304 1 10 4 1750 50 15 1030 797 798 256TH ST N COLLECTOR 10326 1 12 0 1700 55 24 1031 797 800 94TH AVE N COLLECTOR 10541 1 12 0 1700 50 24 1032 798 648 256TH ST N COLLECTOR 941 1 12 0 1750 40 30 1033 799 797 256TH ST N COLLECTOR 5286 1 12 0 1700 55 24 1034 800 439 94TH AVE N COLLECTOR 5356 1 12 0 1700 50 24 1035 801 800 284TH ST N COLLECTOR 4962 1 12 10 1700 45 24 1036 802 803 122ND AVE N COLLECTOR 4229 1 12 10 1700 45 24 1037 803 505 122ND AVE N COLLECTOR 1913 1 12 10 1700 45 25 Quad Cities Generating Station K-73 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 Stea Stea Legh o ith Wdh Rt Speed Gri 1038 804 236 CO RD EE COLLECTOR 1836 1 12 10 1750 40 29 1039 805 41 1-80 FREEWAY 2915 2 12 10 2250 70 29 1040 805 42 1-80 FREEWAY 3399 2 12 10 2250 70 29 1041 806 245 8TH ST COLLECTOR 1393 1 12 4 1575 35 28 1042 807 246 4TH ST COLLECTOR 587 1 12 10 1575 35 28 1043 808 807 4TH ST COLLECTOR 2258 1 12 10 1575 35 28 1044 809 63 SR 5 MAJOR ARTERIAL 2576 2 12 6 1900 60 29 1045 809 64 SR5 MAJOR ARTERIAL 4855 2 12 6 1900 60 29 1046 810 809 MORTON DR COLLECTOR 775 1 12 0 1750 40 29 1047 811 810 MORTON DR COLLECTOR 837 1 12 10 1700 45 29 1048 812 661 158TH ST N COLLECTOR 2735 1 12 10 1700 45 28 1049 813 169 US 67 MINOR ARTERIAL 1592 2 12 5 1900 50 28 1050 814 813 S SPENCER RD COLLECTOR 1303 1 10 0 1700 40 28 1051 815 715 S SPENCER RD COLLECTOR 1619 1 10 0 1700 40 28 1052 816 169 W HARBOR DR COLLECTOR 1638 1 10 0 1700 40 28 1053 817 715 VALLEY DR COLLECTOR 1564 1 10 0 1700 40 28 1054 817 818 249TH AVE COLLECTOR 425 1 12 4 1750 40 28 1055 818 813 US 67 MINOR ARTERIAL 1457 2 12 5 1900 50 28 1056 819 707 195TH ST COLLECTOR 1050 1 12 4 1700 50 28 1057 820 296 FOREST GROVE RD COLLECTOR 2661 1 12 4 1700 50 28 1058 820 716 CRISWELLST COLLECTOR 7832 1 10 0 1700 50 28 1059 821 822 WELLS FERRY RD COLLECTOR 880 1 12 4 1700 50 28 1060 822 823 WELLS FERRY RD COLLECTOR 1237 1 12 4 1700 50 28 1061 823 824 WELLS FERRY RD COLLECTOR 2092 1 12 4 1700 50 28 1062 824 825 WELLS FERRY RD COLLECTOR 1062 1 12 4 1700 50 28 1063 825 826 WELLS FERRY RD COLLECTOR 671 1 12 4 1700 50 28 Quad Cities Generating Station Evacuation Time Estimate K-74 KLD Engineering, P.C.Rev. 0 Up- Down No Ln Shoude Flow Flow Stea Stea Legt of Wit Width Rae Sed Gi Lik.-Nd Node Radwa Nam Radwa Typ (f. Lae (f. (f. (pp mh-Nme 1064 826 714 WELLS FERRY RD COLLECTOR 924 1 12 4 1700 50 28 1065 827 306 FOREST GROVE RD COLLECTOR 578 1 12 4 1700 40 27 1066 828 678 DEVILS GLEN RD COLLECTOR 605 2 12 0 1750 40 28 1067 829 148 278TH AVE COLLECTOR 2137 1 12 10 1700 40 23 1068 830 831 44TH AVE S COLLECTOR 6335 1 12 4 1700 55 7 1069 831 832 44TH AVE S COLLECTOR 1231 1 12 5 1350 30 7 1070 832 833 44TH AVE S COLLECTOR 366 1 12 5 1350 30 7 1071 833 834 3RD AVE COLLECTOR 2753 1 12 5 1350 30 7 1072 834 354 ROUTE Z36 COLLECTOR 2587 1 12 5 1350 30 7 1073 835 348 GROVE RD COLLECTOR 861 1 12 10 1700 35 21 1074 836 837 SAND RD COLLECTOR 2592 1 10 4 1575 55 25 1075 837 499 SAND RD COLLECTOR 2330 1 10 4 1575 55 25 1076 838 430 STROPES RD COLLECTOR 8584 1 12 10 1575 35 26 1077 839 514 317TH ST N COLLECTOR 895 1 10 0 1700 35 25 1078 840 728 BLACK RD COLLECTOR 4335 1 10 0 1700 55 20 1079 841 232 SR 84 COLLECTOR 1325 1 12 4 1700 45 23 1080 842 180 US 67 COLLECTOR 1723 1 12 5 1700 50 17 1081 843 363 267TH ST COLLECTOR 1957 1 10 0 1700 40 21 1082 844 609 S 14TH ST COLLECTOR 927 2 12 0 1750 30 8 1083 845 940 9TH AVE COLLECTOR 913 1 10 4 1350 30 18 1084 846 941 7TH AVE COLLECTOR 954 1 10 4 1350 30 18 1085 847 848 S WASHINGTON BLVD COLLECTOR 4188 1 10 4 1350 30 18 1086 847 850 S WASHINGTON BLVD COLLECTOR 3562 2 10 4 1900 30 18 1087 848 849 S WASHINGTON BLVD COLLECTOR 737 1 10 4 1350 30 18 1088 848 938 9TH AVE COLLECTOR 360 1 10 4 1350 30 18 1089 849 624 S WASHINGTON BLVD COLLECTOR 2888 1 10 4 1350 30 18 Quad Cities Generating Station Evacuation Time Estimate K-75 KLD Engineering, P.C.Rev. 0 1090 849 939 7TH AVE COLLECTOR 318 1 10 4 1350 30 18 1091 850 190 S WASHINGTON BLVD COLLECTOR 868 2 10 4 1750 30 18 1092 851 751 4TH AVE COLLECTOR 697 1 10 0 1575 35 11 1093 852 750 5TH AVE COLLECTOR 703 1 10 0 1575 35 11 1094 853 749 6TH AVE COLLECTOR 736 1 10 0 1575 35 11 1095 854 844 11TH AVE S COLLECTOR 2464 1 10 0 1575 35 8 1096 855 854 11TH AVE S COLLECTOR 453 1 10 0 1575 35 11 1097 856 730 HARRISON DRIVE COLLECTOR 1432 1 10 0 1575 35 8 1098 858 743 S 4TH ST COLLECTOR 786 2 12 0 1900 40 11 1099 859 866 5TH ST COLLECTOR 2414 1 9 0 1350 30 10 1100 860 867 8TH ST COLLECTOR 2415 1 9 0 1350 30 10 1101 861 868 10TH ST COLLECTOR 2118 1 9 0 1350 30 10 1102 862 866 5TH ST COLLECTOR 3036 1 9 0 1350 30 10 1103 863 869 7TH ST COLLECTOR 2271 1 9 0 1350 30 10 1104 864 215 16TH ST LOCAL ROADWAY 1235 1 8 0 1125 25 10 1105 865 870 13TH ST LOCAL ROADWAY 1436 1 8 0 1125 25 10 1106 866 869 SR 136 COLLECTOR 599 1 12 0 1575 35 10 1107 867 868 SR 136 COLLECTOR 919 1 12 0 1575 35 10 1108 868 874 SR 136 COLLECTOR 455 1 12 0 1575 35 10 1109 869 867 SR 136 COLLECTOR 486 1 12 0 1575 35 10 1110 870 214 20TH AVE LOCAL ROADWAY 192 1 8 0 1125 25 10 1111 871 860 8TH ST COLLECTOR 2321 1 9 0 1350 30 10 1112 872 542 4TH ST COLLECTOR 2276 1 9 0 1350 30 10 1113 873 769 11TH ST COLLECTOR 2875 1 9 0 1350 30 10 1114 874 538 SR 136 COLLECTOR 1293 1 12 0 1575 35 10 1115 875 137 32ND AVE NORTH LOCAL ROADWAY 1054 1 10 0 1575 35 9 Quad Cities Generating Station Evacuation Time Estimate K-76 KLD Engineering, P.C.Rev. 0 1116 876 135 19TH AVE N COLLECTOR 2442 1 12 0 1700 40 9 1117 877 878 SPRINGDALE DR COLLECTOR 745 1 12 0 1350 30 9 1118 878 413 SPRINGDALE DR COLLECTOR 796 1 12 0 1750 30 9 1119 879 877 SPRINGDALE DR COLLECTOR 1099 1 12 0 1350 30 9 1120 880 881 CROW CREEK ROAD COLLECTOR 2144 1 12 0 1350 30 27 1121 881 696 CROW CREEK ROAD COLLECTOR 1075 1 12 0 1350 30 27 1122 882 883 18TH ST COLLECTOR 809 1 12 0 1700 40 27 1123 883 696 18TH ST COLLECTOR 944 1 12 0 1700 40 27 1124 884 885 CROW CREEK RD COLLECTOR 968 1 12 0 1350 30 27 1125 885 886 CROW CREEK RD COLLECTOR 1512 1 12 0 1350 30 27 1126 886 887 CROW CREEK RD COLLECTOR 988 1 12 0 1350 30 27 1127 887 684 DEVILS GLEN RD COLLECTOR 426 2 12 0 1750 40 28 1128 888 388 292ND ST COLLECTOR 8194 1 10 3 1700 50 17 1129 889 529 GARDEN PLAIN RD COLLECTOR 5829 1 12 4 1700 55 12 1130 890 434 ALBANY ST COLLECTOR 3293 1 12 4 1700 50 26 1131 891 282 LECLAIRE RD COLLECTOR 10924 1 12 4 1700 55 21 1132 892 372 270TH ST COLLECTOR 9822 1 12 4 1700 55 15 1133 893 333 245TH ST COLLECTOR 6724 1 12 4 1700 55 6 1134 894 360 ROUTE Z36 COLLECTOR 10598 1 12 4 1700 55 2 1135 895 120 SR 84 COLLECTOR 4247 1 12 4 1750 50 12 1136 896 897 US 30 MINOR ARTERIAL 4274 1 12 4 1700 55 13 1137 897 898 US 30 MINOR ARTERIAL 11846 1 12 4 1700 55 14 1138 898 951 US 30 MINOR ARTERIAL 3141 1 12 4 1700 55 14 1139 899 900 US 67 MINOR ARTERIAL 1155 3 12 0 1425 50 27 1140 900 901 US 67 MINOR ARTERIAL 4016 3 12 0 1425 50 27 1141 901 904 1-74 ON-RAMP FREEWAY RAMP 738 1 12 8 1350 30 27 Quad Cities Generating Station K-77 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 Up Down0- No.@ Lae Sole lw Fo Strea Stea Legt of Widt Width Rate Spe Gri 1142 901 925 US 67 MINOR ARTERIAL 1437 2 12 0 1425 50 27 1143 902 55 1-74 FREEWAY 3125 2 12 10 2250 70 27 1144 902 905 1-74 FREEWAY 2389 2 12 10 2250 70 27 1145 903 904 1-74 FREEWAY 4412 2 12 10 2250 70 27 1146 903 917 1-74 FREEWAY 1320 2 12 10 2250 70 27 1147 903 930 1-740OFF-RAMP FREEWAY RAMP 984 1 12 8 1750 45 27 1148 904 903 1-74 FREEWAY 4412 2 12 10 2250 70 27 1149 904 946 1-74 FREEWAY 2241 2 12 10 2250 70 27 1150 905 902 1-74 FREEWAY 2387 2 12 10 2250 70 27 1151 905 917 1-74 FREEWAY 1797 2 12 10 2250 70 27 1152 906 907 US-6 MAJOR ARTERIAL 2321 2 12 8 1900 50 27 1153 907 908 US-6 MAJOR ARTERIAL 1788 2 12 8 1750 50 27 1154 908 912 US-6 MAJOR ARTERIAL 975 1 12 8 1700 50 27 1155 910 906 US-6 MAJOR ARTERIAL 2646 2 12 8 1750 50 27 1156 911 906 JERSEY RIDGE RD MAJOR ARTERIAL 2042 2 12 0 1750 40 27 1157 912 902 1-740ON-RAMP FREEWAY RAMP 667 1 12 8 1700 45 27 1158 913 927 MIDDLE RD COLLECTOR 1038 2 12 0 1750 40 27 1159 914 915 MIDDLE RD COLLECTOR 808 2 12 0 1900 40 27 1160 915 930 MIDDLE RD COLLECTOR 1282 2 12 0 1750 40 27 1161 916 903 1-740ON-RAMP FREEWAY RAMP 610 1 12 8 1700 45 27 1162 916 926 MIDDLE RD COLLECTOR 652 2 12 0 1425 40 27 1163 917 903 1-74 FREEWAY 1327 2 12 10 2250 70 27 1164 917 905 1-74 FREEWAY 1805 2 12 10 2250 70 27 1165 917 916 1-740OFF-RAMP FREEWAY RAMP 792 1 12 8 1750 45 27 1166 918 24 US 61 FREEWAY 7525 2 12 10 2250 60 5 1167 918 919 US 61 FREEWAY 2143 2 12 10 2250 60 1 Quad Cities Generating Station Evacuation Time Estimate K-78 KLD Engineering, P.C.Rev. 0 1168 919 918 US 61 FREEWAY 2000 2 12 10 2250 60 1 1169 919 920 US 61 FREEWAY 2577 2 12 10 .2250 60 1 1170 920 919 US 61 FREEWAY 2204 2 12 10 2250 60 1 1171 921 919 290TH AVE COLLECTOR 16554 1 12 4 1700 55 1 1172 922 113 US 30 MINOR ARTERIAL 1333 3 12 3 1900 40 11 1173 922 856 15TH AVE S COLLECTOR 3553 1 10 0 1575 35 11 1174 923 855 11TH AVE S COLLECTOR 2833 1 10 0 1575 35 11 1175 924 353 ROUTE Z36 COLLECTOR 15167 1 12 5 1700 55 17 1176 927 928 MIDDLE RD COLLECTOR 1710 2 12 0 1750 40 27 1177 928 929 MIDDLE RD COLLECTOR 807 2 12 0 1750 40 27 1178 929 914 MIDDLE RD COLLECTOR 919 2 12 0 1900 40 27 1179 930 916 MIDDLE RD COLLECTOR 650 2 12 0 1900 40 27 1180 930 917 1-74 OFF-RAMP FREEWAY RAMP 482 1 12 8 1700 45 27 1181 931 927 SPRUCE HILLS DR COLLECTOR 589 2 12 0 1750 40 27 1182 932 927 SPRUCE HILLS DR COLLECTOR 805 2 12 0 1750 40 27 1183 933 929 18TH ST COLLECTOR 1048 1 12 0 1750 40 27 1184 934 929 18TH ST COLLECTOR 907 1 12 0 1750 40 27 1185 935 928 SCHOOL PARKING LOT LOCAL ROADWAY 579 1 12 0 1750 20 27 1186 936 53 1-74 FREEWAY 996 2 12 10 2250 70 27 1187 936 54 1-74 FREEWAY 1440 2 12 10 2250 70 27 1188 937 309 E 53RD ST MINOR ARTERIAL 308 2 12 0 1750 50 27 1189 937 936 1-74 ON-RAMP FREEWAY RAMP 1160 1 12 8 1700 45 27 1190 938 623 9TH AVE COLLECTOR 846 1 10 4 1350 30 18 1191 939 617 7TH AVE COLLECTOR 353 1 10 4 1350 30 18 1192 940 848 9TH AVE COLLECTOR 1884 1 10 4 1350 30 18 1193 941 849 7TH AVE COLLECTOR 1917 1 10 4 1350 30 18 Quad Cities Generating Station Evacuation Time Estimate K-79 KLD Engineering, P.C.Rev. 0 Sauato Free Up-~~r~~ir Don o ae Sole lw Fo StreamStreamLengtTof Wmt hlWrdTh RateSeedGri 1194 # 942e Nod Roda Nam ROUTEa ZCLE TOR e (ft.)_ Lanes (ft.)_ (ft.)__ ______ (phNu be 1195 943 77 1-88 FREEWAY 15075 2 12 10 2250 70 30 1196 943 78 1-88 FREEWAY 3607 2 12 10 2250 70 30 1197 944 323 SR 956 COLLECTOR 4224 1 12 0 1750 40 5 1198 945 401 350TH AVE COLLECTOR 21803 1 12 4 1750 55 16 1199 947 908 E KIMBERLY RD COLLECTOR 521 1 12 4 1750 30 27 1200 948 949 GARDEN PLAIN RD COLLECTOR 4278 1 12 4 1700 55 13 1201 949 950 GARDEN PLAIN RD COLLECTOR 2734 1 12 4 1700 55 14 1202 950 898 GARDEN PLAIN RD COLLECTOR 6661 1 12 4 1700 55 14 1203 952 554 N 2ND ST LOCAL ROADWAY 2873 1 8 0 1750 35 9 1204 952 875 N 2ND ST LOCAL ROADWAY 953 1 8 0 1575 35 9 1205 952 953 30TH AVE N LOCAL ROADWAY 1055 1 12 0 1575 35 9 1206 953 136 US 67 COLLECTOR 2838 1 10 0 1750 40 9 1207 953 137 US 67 COLLECTOR 948 1 10 0 1700 40 9 1208 954 952 30TH AVE N LOCAL ROADWAY 919 1 12 0 1575 35 9 1209 955 953 30TH AVE N LOCAL ROADWAY 959 1 12 0 1575 35 9 1210 8028 28 1-80 FREEWAY 631 2 12 10 2250 70 21 1211 8050 50 1-80 FREEWAY 819 2 12 10 2250 70 29 1212 8058 58 SR 5 MAJOR ARTERIAL 390 2 12 10 1900 60 28 EXIT LINK 27 8027 US 61 MAJOR ARTERIAL 368 3 12 10 1425 55 27 EXIT LINK 28 8028 1-80 FREEWAY 631 2 12 10 2250 70 21 EXIT LINK 50 8050 1-80 FREEWAY 819 2 12 10 2250 70 29 EXIT LINK 58 8058 SR 5 MAJOR ARTERIAL 390 2 12 10 1425 60 28 EXIT LINK 312 8312 E 53RD ST MINOR ARTERIAL 797 2 12 0 1425 50 27 EXIT LINK 342 8342 LINCOLN HWY COLLECTOR 833 1 12 0 1700 40 5 EXIT LINK 95 8095 i1-88 FREEWAY 651 2 12 10 1 2250- 70 20 Quad Cities Generating Station Evacuation Time Estimate K-80 KLD Engineering, P.C.Rev. 0 Up-______

Don No Lan Sholde Flw lo Strea Strea Le.gt o.f Wit Wi-t Rat Spe Srid EXIT LINK 145 8145 US 47 COLLECTOR 604 1 12 4 1700 50 4 EXIT LINK 221 8221 SR 84 COLLECTOR 529 1 12 4 1700 55 4 EXIT LINK 286 8286 E LECLAIRE RD COLLECTOR 346 1 12 10 1700 45 21 EXIT LINK 472 8472 SR 92 COLLECTOR 1118 1 12 2 1700 55 31 EXIT LINK 484 8484 MOLINE RD COLLECTOR 516 1 12 10 1700 45 26 EXIT LINK 578 8578 SR 136 COLLECTOR 4192 1 10 0 1700 55 2 EXIT LINK 596 8596 432ND AVE COLLECTOR 422 1 12 4 1700 55 3 EXIT LINK 635 8635 ERIE RD COLLECTOR 193 1 12 10 1700 45 26 EXIT LINK 660 8660 SR 82 COLLECTOR 1166 1 12 0 1700 55 31 EXIT LINK 664 8664 SR 84 COLLECTOR 623 1 12 4 1275 35 28 EXIT LINK 728 8728 BLACK RD COLLECTOR 603 1 10 0 1700 55 20 EXIT LINK 920 8024 US 61 FREEWAY 2343 2 12 10 2250 60 1 EXIT LINK 925 8174 US 67 MINOR ARTERIAL 504 2 12 0 1425 50 27 EXIT LINK 926 8270 MIDDLE RD COLLECTOR 208 2 12 0 1425 40 27 EXIT LINK 946 8055 1-74 FREEWAY 3205 2 12 10 2250 70 27 EXIT LINK 951 8125 US 30 MINOR ARTERIAL 2734 1 12 4 1700 55 14 Quad Cities Generating Station Evacuation Time Estimate K-81 KLD Engineering, P.C.Rev. 0 Table K-2. Nodes in the Link-Node Analysis Network which are Controlled 1 2 2320029 1 1818319 Stop 26 23 2186127 1896071 Stop 5 26 2185841 1791757 Actuated 27 59 2231117 1759104 Actuated 28 62 2234276 1765528 Actuated 28 97 2261208 1875318 TCP -Actuated 8 98 2271771 1875275 Actuated 8 99 2275934 1875344 TCP -Actuated 8 101 2218823 1875387 TCP -Actuated 6 103 2202917 1872610 Stop 5 109 2278923 1875477 Actuated 8 110 2280209 1875593 Actuated 8 111 2282397 1876570 Actuated 8 114 2288652 1882187 Actuated 11 115 2289330 1882180 Actuated 11 116 2289999 1883466 Actuated 11 120 2299172 1885499 TCP -Actuated 12 121 2311520 1890867 Stop 13 127 2290003 1883866 Actuated 11 128 2290011 1884247 Actuated 11 129 2289995 1884668 Actuated 11 130 2290011 1885080 Actuated 11 132 2290273 1888420 Actuated 9 133 2290927 1891210 Actuated 9 135 2291674 1893946 Stop 9 136 2291956 1896448 Actuated 9 137 2292932 1900106 Stop 9 140 2291996 1904509 Stop 9 148 2243935 1831584 Stop 23 159 2247641 1801876 Stop 23 160 2248053 1798550 Stop 23 161 2248154 1795981 Stop 23 164 2242155 1791256 Actuated 29 165 2241143 1790790 Actuated 29 169 2225071 1785081 Stop 28 172 2216874 1776406 Stop 28 175 2244113 1792127 Actuated 29 180 2245186 1851545 TCP -Uncontrolled 17 K-82 KID Engineering, P.C.Quad Cities Generating Station Evacuation Time Estimate K-82 KLD Engineering, P.C.Rev. 0 190 2263953 1862567 Actuated 18 192 2268427 1867938 Stop 18 194 2271739 1868677 Stop 18 195 2274239 1868790 Stop 8 200 2261755 1843801 Stop 18 203 2270884 1855977 Stop 18 205 2277571 1861325 TCP -Actuated 18 211 2293931 1871422 TCP -Uncontrolled 11 214 2300223 1891109 Stop 10 215 2301309 1891946 Stop 10 216 2301839 1892833 Actuated 10 217 2301976 1894195 Stop 10 232 2250580 1801965 Stop 23 236 2248201 1790064 TCP -Actuated 29 238 2242421 1787856 TCP -Uncontrolled 29 245 2230417 1781575 Stop 28 246 2229977 1780251 Stop 28 250 2225684 1769216 Actuated 28 251 2225676 1765918 Actuated 28 252 2226639 1773815 Stop 28 259 2216466 1793307 Stop 28 262 2215189 1788069 Yield 28 265 2215195 1785323 Actuated 28 267 2214090 1782436 Actuated 28 269 2209793 1779258 Actuated 28 276 2204702 1801127 Stop 21 282 2190619 1816895 Stop 21 283 2187093 1816966 Actuated 21 285 2182776 1816980 Actuated 21 289 2244263 1801531 Stop 23 294 2223854 1806252 Stop 22 299 2188693 1806359 Stop 21 303 2208016 1817073 Stop 22 306 2202930 1793283 Stop 27 307 2201698 1787804 Actuated 27 308 2199783 1787828 Actuated 27 309 2198718 1787828 Actuated 27 310 2197716 1787808 Actuated 27 311 2193985 1787787 Actuated 27 316 2195244 1848837 Stop 15 Quad Cities Generating Station Evacuation Time Estimate K-83 KLD Engineering, P.C.Rev. 0 x y ri Node Corint Corint ControlMap (ft) ft) ype umbe-1 329 2186325 1 1896217 Stop 5 336 2197756 1893817 Stop 5 338 2193103 1879352 Actuated 5 348 2192108 1831626 Stop 21 355 2245243 1874916 TCP -Uncontrolled 7 356 2245265 1875965 TCP -Uncontrolled 7 358 2245383 1891281 TCP -Actuated 7 361 2245550 1927625 TCP -Actuated 2 372 2192149 1832985 Stop 15 374 2223911 1826369 Stop 22 381 2223957 1838388 Stop 16 396 2220653 1850161 Stop 16 399 2202865 1870121 TCP -Actuated 5 400 2229349 1852919 TCP -Uncontrolled 16 401 2229378 1875379 TCP -Actuated 6 410 2279581 1891278 Actuated 8 411 2281095 1891294 Stop 8 412 2284378 1891294 Actuated 9 413 2285858 1891310 Actuated 9 414 2290578 1891307 Actuated 9 429 2314700 1834552 TCP -Uncontrolled 20 430 2314806 1830730 Stop 26 431 2315142 1829776 TCP -Uncontrolled 26 432 2315880 1828678 TCP -Uncontrolled 26 440 2291124 1801752 Stop 25 450 2270317 1786311 Stop 30 457 2257194 1778735 Stop 29 477 2319299 1817602 Stop 26 490 2282384 1821905 TCP -Actuated 24 493 2286113 1820341 TCP -Uncontrolled 25 499 2306050 1820438 TCP -Actuated 25 503 2289994 1801717 TCP -Actuated 25 505 2286872 1812377 Stop 25 526 2304024 1780440 Stop 31 532 2320437 1870192 Stop 13 535 2292371 1893803 TCP -Actuated 9 537 2296832 1892900 Stop 10 543 2290683 1883896 Actuated 11 544 2290683 1884263 Actuated 11 Quad Cities Generating Station Evacuation Time Estimate K-84 KLD Engineering, P.C.Rev. 0 545 2290680 1884690 Actuated 11 546 2290667 1885092 Actuated 11 547 2290667 1885480 Actuated 11 548 2290668 1885891 Actuated 11 550 2290882 1887884 Actuated 9 551 2291169 1889176 Actuated 9 552 2291593 1891028 Actuated 9 554 2292985 1896131 Actuated 9 555 2286607 1896597 TCP -Actuated 9 556 2285092 1896583 Stop 9 557 2281067 1896597 TCP -Actuated 8 580 2281090 1892916 Stop 8 599 2272836 1880450 Stop 8 602 2277571 1885912 Stop 8 603 2279239 1889947 Stop 8 604 2274599 1875342 Actuated 8 605 2275341 1876732 Stop 8 606 2276045 1877540 Actuated 8 607 2279105 1880403 Actuated 8 608 2280215 1881587 Actuated 8 609 2282378 1882801 Actuated 8 610 2283774 1883857 Actuated 8 611 2286032 1885912 Actuated 11 614 2289568 1888568 Actuated 9 627 2320187 1817550 Stop 26 648 2268198 1790654 TCP -Actuated 30 661 2233622 1768934 Stop 28 671 2195460 1787782 Actuated 27 673 2197179 1787824 Actuated 27 676 2200643 1787815 Actuated 27 678 2209868 1787414 Actuated 28 680 2205608 1787867 Actuated 27 683 2209909 1785607 Stop 28 684 2209877 1784626 Actuated 28 685 2209829 1782619 Actuated 28 686 2209812 1781030 Actuated 28 688 2210365 1771147 Actuated 28 690 2208493 1778740 Actuated 27 696 2205632 1785222 Stop 27 698 2211454 1780436 Actuated 28 K-85 KLD Engineering, P.C.Quad Cities Generating Station Evacuation Time Estimate K-85 KLD Engineering, P.C.Rev. 0 Node Corint CoordinateSType Ma 702 2215271 1787982 Yield 28 703 2185801 1816971 Actuated 217 707 2224517 1793557 Stop 28 714 2228618 1786762 Stop 28 715 2226437 1785785 Stop 28 716 2223122 1785008 Stop 28 727 2334837 1843677 Stop 20 730 2282384 1879695 Stop 8 734 2289341 1883457 Actuated 11 738 2286966 1885907 Actuated 11 741 2289334 1885901 Actuated 11 742 2289988 1885895 Stop 11 758 2283012 1885943 Actuated 8 761 2279729 1885927 Stop 8 762 2279779 1883251 Stop 8 768 2269429 1891218 Stop 8 780 2274446 1822596 Stop 24 784 2218941 1891248 Stop 6 793 2191365 1879280 Stop 5 797 2268967 1801590 Stop 24 800 2279507 1801680 Stop 24 809 2236990 1769249 Actuated 29 813 2226575 1785601 Stop 28 818 2227947 1786092 Actuated 28 834 2245252 1870098 Stop 7 844 2282405 1881874 Stop 8 848 2271448 1864753 Stop 18 849 2272051 1865177 Stop 18 866 2297413 1892898 Stop 10 867 2298498 1892903 Stop 10 868 2299417 1892903 Stop 10 869 2298012 1892886 Stop 10 874 2299872 1892908 Stop 10 887 2209893 1785052 Stop 28 898 2346782 1876486 Stop 14 906 2193878 1781226 Actuated 27 908 2197840 1780547 Actuated 27 916 2200202 1775188 Actuated 27 919 2181286 1907106 Stop 1 927 2205756 1777589 Actuated 27 Quad Cities Generating Station Evacuation Time Estimate K-86 KLD Engineering, P.C.Rev. 0 x S ri Nod Cordiate Coodinte ontol ap~~f 928 2204184 I 1776923 Actuated 27 929 2203424 1776653 Actuated 27 930 2200649 1775656 Actuated 27 938 2271255 1865057 Stop 18 939 2271889 1865451 Stop 18 940 2272446 1863155 Stop 18 941 2273057 1863544 Stop 18 952 2293725 1898906 Stop 9 953 2292707 1899184 Stop 9 1 Coordinates are in the North American Datum of 1983 Illinois West State Plane Zone K-87 KLD Engineering, P.C.Quad Cities Generating Station Evacuation Time Estimate K-87 KLD Engineering, P.C.Rev. 0 APPENDIX I Sub-area Boundaries L. SUB-AREA BOUNDARIES ILl County: Rock Island Defined as the area within the following boundary:

The Cordova Township boundary.IL2 County: Whiteside County Defined as the area within the following boundary:

The Albany Township boundary.IL3 County: Rock Island Defined as the area within the following boundary:

Consists of portions of Coe and Port Byron Townships.

The northern boundary is the Coe/Cordova Township boundary.

The western boundary is the Mississippi river and the eastern boundary is the Coe/Canoe Creek Township boundary.

The southern boundary is 129th Ave N eastbound from the Mississippi River to 256th St N southbound to 1222nd Ave N eastbound to the Coe/Canoe Creek Township boundary.IL4 County: Whiteside County Defined as the area within the following boundary:

Consists of a portion of Garden Plain Township.

The northern boundary is the Garden Plain/Fulton Township boundary.

The western boundary is the Mississippi River and the Garden Plain/Albany Township boundary.

The eastern boundary is Sand Road.IL5 County: Whiteside County Defined as the area within the following boundary:

Consists of all of Newton Township and a portion of Erie Township.

The northern boundary is the Newton/Garden Plain Township boundary.

The eastern boundary is the Newton/Fenton Township boundary.

The western boundary is the Newton/Albany Township boundary.

The southern boundary is the Erie/Canoe Creek Township boundary west of Interstate

88. It then follows Interstate 88 eastbound until it meets the Newton/Erie Township boundary.

It then follows the Newton/Erie Township boundary to the Newton/Fenton Township boundary.Quad Cities Generating Station L-1 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 11-6 County: Rock Island County Defined as the area within the following boundary:

Consists of portions of Coe, Canoe Creek and Port Byron Townships.

The western boundary is the Mississippi River and the eastern boundary is Interstate

88. The southern boundary is the Coe/Zuma Township boundary.

The northern boundary is 129th Ave N eastbound from the Mississippi River to 256th St N southbound to 122nd Ave N eastbound to the Coe/Canoe Creek Township boundary.

It then follows the Coe/Canoe Creek Township boundary north to the Canoe Creek/Erie Township boundary.

It then follows the Canoe Creek/Erie Township boundary eastbound to Interstate 88.IA1 County: Clinton Defined as the area within the following boundary:

East of U.S. Highway 67, north of the Wapsipinicon River, west of the Mississippi River, and south of the Camanche City Limits. This includes the Upper Mississippi National Wildlife Refuge and Rock Creek Park. This area also includes all of the city of Folletts.IA2 County: Scott Defined as the area within the following boundary:

From 2 8 3 rd Avenue east to the Mississippi River and from the north of the Princeton city limits to the Wapsipinicon River. Includes the Princeton State Wildlife Management Area and the Upper Mississippi National Wildlife Refuge.IA3 County: Clinton Defined as the area within the following boundary:

East of 3 5 0 th Avenue, north of the Wapsipinicon River, west of 400th Avenue and U.S. Highway 67 and south of U.S. Highway 30.IA4 County: Scott Defined as the area within the following boundary:

From 2 4 0 th Avenue east to 283rd Avenue and from Bluff Road north to the Wapsipinicon River. Includes all of the McCausland city limits.IA5 County: Clinton Defined as the area within the following boundary:

East of 4 0 0 th Avenue, west of the Mississippi River and south of U.S. Highway 30. This includes all of the Camanche City Limits. This also includes the Upper Mississippi National Wildlife Refuge.Quad Cities Generating Station 1-2 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 IA6 County: Scott Defined as the area within the following boundary:

From 2 4 0 th Avenue east to the Mississippi River and from 2351h street north to Bluff Road. Includes all of the Princeton city limits.IA7 County: Clinton Defined as the area within the following boundary:

East of 300th Avenue, north of the Wapsipinicon River, west of 350th Avenue and south of U.S. Highway 30.lA8 County: Scott Defined as the area within the following boundary:

From 200th Avenue east to 240th Avenue and from 250th Street north to the Wapsipinicon River.IA9 County: Clinton Defined as the area within the following boundary:

East of 320th Avenue, north of U.S. Highway 30, west of 4 0 0 th Avenue, and south of 2 1 0 th Street.IA10 County: Scott Defined as the area within the following boundary:

From 200th Avenue east to 240th Avenue and from 220th Street north to 250th Street. Includes those residents between the northern city limits of Bettendorf and south of 2 2 0 th Street.IAll County: Clinton Defined as the area within the following boundary:

East of 400th Avenue, north of U.S. Highway 30, west of the Mississippi River, south of 2 1 0 th Street and including all of the city of Clinton including north of Main Avenue. This also includes the Upper Mississippi National Wildlife Refuge.IA12 County: Scott Defined as the area within the following boundary:

From 240th Avenue east to the Mississippi River and from 1-80 north to 235th Street. Includes all of the LeClaire city limits.Quad Cities Generating Station L-3 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 APPENDIX M Evacuation Sensitivity Studies M. EVACUATION SENSITIVITY STUDIES This appendix presents the results of a series of sensitivity analyses.

These analyses are designed to identify the sensitivity of the ETE to changes in some base evacuation conditions.

M.1 Effect of Changes in Trip Generation Times A sensitivity study was performed to determine whether changes in the estimated trip generation time have an effect on the ETE for the entire EPZ. Specifically, if the tail of the mobilization distribution were truncated (i.e., if those who responded most slowly to the Advisory to Evacuate, could be persuaded to respond much more rapidly), or if the tail were elongated (i.e., spreading out the departure of evacuees to limit the demand during peak times)how would the ETE be affected?

The case considered was Scenario 1, Region 3; a summer, midweek, midday, with good weather evacuation of the entire EPZ. Table M-1 presents the results of this study.Table M-1. Evacuation Time Estimates for Trip Generation Sensitivity Study Peio go, 11 Pecnil0, 11Pecntl 3 Hours 2:45 4:00 3 Hours 30 Minutes (Base) 2:45 4:00 4 Hours 2:45 4:00 As discussed in Section 7.3, traffic congestion persists within the EPZ for approximately 4 hours4.62963e-5 days 0.00111 hours 6.613757e-6 weeks 1.522e-6 months .Thus, the ETE for both the 9 0 th and 1 0 0 th percentiles are not affected by a reduction in trip generation time. Rather, ETE are dictated by the time needed to clear traffic congestion.

Quad Cities Generating Station Evacuation Time Estimate M-1 KLD Engineering, P.C.Rev. 0 M.2 Effect of Changes in the Number of People in the Shadow Region Who Relocate A sensitivity study was conducted to determine the effect on ETE of changes in the percentage of people who decide to relocate from the Shadow Region. The case considered was Scenario 1, Region 3; a summer, midweek, midday, with good weather evacuation of the entire EPZ. The movement of people in the Shadow Region has the potential to impede vehicles evacuating from an Evacuation Region within the EPZ. Refer to Sections 3.2 and 7.1 for additional information on population within the Shadow Region.Table M-2 presents the evacuation time estimates for each of the cases considered.

The results show that reducing the shadow evacuation to 0% reduces the 9 0 th percentile ETE by 5 minutes and the 1 0 0 th percentile ETE by 10 minutes -not a significant change. Tripling the shadow percentage increases the ETE by 5 minutes for the 9 0 th percentile

-not a significant change, and shows no change to the 1 0 0 th percentile ETE. Full evacuation (100%) of the Shadow Region increases the ETE by 15 minutes and 20 minutes for the 9 0 th and 1 0 0 th percentiles, respectively

-also not a significant change.As shown in Figure 7-3 through 7-8, Clinton is the last area in the EPZ to clear of congestion.

Many of these evacuees use Route 136 eastbound to evacuate the area. The Shadow Region for QDC includes Fulton, IL, which is located on the east side of the Route 136 Bridge. The evacuation of people in Fulton, IL congests roadways outside the EPZ, specifically Route 136, delaying the evacuation of those from within Clinton attempting to evacuate eastbound.

Table M-2. Evacuation Time Estimates for Shadow Sensitivity Study 0 0 2:40 3:50 20 (Base) 5,864 2:45 4:00 60 17,592 2:50 4:00 100 29,320 3:00 4:20 Quad Cities Generating Station M-2 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 M.3 Effect of Changes in EPZ Resident Population A sensitivity study was conducted to determine the effect on ETE of changes in the resident population within the study area (EPZ plus Shadow Region). As population in the study area changes over time, the time required to evacuate the public may increase, decrease, or remain the same. Since the ETE is related to the demand to capacity ratio present within the study area, changes in population will cause the demand side of the equation to change.As per the NRC's response to the Emergency Planning Frequently Asked Question (EPFAQ)2013-001, the ETE population sensitivity study must be conducted to determine what percentage increase in permanent resident population causes an increase in the 9 0 th percentile ETE of 25 percent or 30 minutes, whichever is less. The sensitivity study must use the scenario with the longest 90th percentile ETE (excluding the roadway impact scenario and the special event scenario if it is a 1 day per year special event).Thus, the sensitivity study was conducted using the following parameters:

1. The percent change in population within the study area was increased by up to 22%.Changes in population were applied to permanent residents only (as per federal guidance), in both the EPZ area and in the Shadow Region.2. The transportation infrastructure remained fixed; the presence of new roads or highway capacity improvements was not considered.

3. The study was performed for the 2-Mile Region (R01), the 5-Mile Region (R02) and the entire EPZ (R03).4. The scenario (excluding special event and roadway impact) with the highest 9 0 th percentile ETE values was selected as the case to be considered in this sensitivity study (Scenario 8 -winter, midweek, midday with snow).Table M-3 presents the results of the sensitivity study.Section IV of Appendix E to 10 CFR Part 50, and NUREG/CR-7002, Section 5.4, require licensees to provide an updated ETE analysis to the NRC when a population increase within the EPZ causes ETE values (for the 2-Mile Region, 5-Mile Region or entire EPZ) to increase by 25 percent or 30 minutes, whichever is less. Note that all of the base ETE values for Regions R02 and R03 are greater than 2 hours2.314815e-5 days 5.555556e-4 hours 3.306878e-6 weeks 7.61e-7 months ; 25 percent of the base ETE for these regions is greater than 30 minutes. The 90th percentile ETE for Region R01 is 1:40; 25% of 1 hour1.157407e-5 days 2.777778e-4 hours 1.653439e-6 weeks 3.805e-7 months and 55 minutes is 25 minutes. Therefore, 25 and 30 minutes is the lesser for Region RO0 and Regions R02 and R03, respectively, and is the criterion for updating all three regions.Those percent population changes which result in 9 0 th percentile ETE changes greater 25 minutes (for Region R01) or greater than 30 minutes (for Regions R02 and R03) are highlighted in red in Table M-3 -a 21% increase or greater in the full EPZ population.

Exelon will have to estimate the EPZ population on an annual basis. If the EPZ population increases by 21% or more, an updated ETE analysis will be needed.Quad Cities Generating Station M-3 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 Table M-3. E-rE Variation with Population Change Resident'l~

Population Change Region Base 20% 21% 22%2-MILE 1:40 1:40 1:40 1:40 5-MILE 2:15 2:20 2:20 2:20 FULL EPZ 3:20 3:45 Population Change Region Base 20% 21% 22%2-MILE 5:00 5:00 5:00 5:00 5-MILE 5:05 5:05 5:05 5:05 FULL EPZ 5:10 5:20 5:20 5:20 I M.4 Enhancements in Evacuation Time This appendix documents sensitivity studies on critical variables that could impact ETE.* Reducing or prolonging the trip generation time has no impact on ETE because traffic congestion persists beyond trip generation time (Section M.1). Thus, public outreach encouraging evacuees to mobilize more quickly or delay mobilization until traffic eases will not impact ETE." Shadow evacuation does not significantly impact ETE (Section M.2). Public outreach could be considered to inform those people within the EPZ (and potentially beyond the EPZ) that if they are not advised to evacuate, they should not, as they may delay those who are most at risk.* Population growth results in more evacuating vehicles which could significantly increase ETE (Section M.3). Public outreach to inform those people within the EPZ to evacuate as a family in a single vehicle would reduce the number of evacuating vehicles and could reduce ETE or offset the impact of population growth.* As discussed in Section 9 and in Appendix G, implementing new TCPs along CR Z36 (3 8 0 th Ave) at the intersections with CR F12 (Elvira Rd) and with State Route 136 reduces ETE by as much as 2 hours2.314815e-5 days 5.555556e-4 hours 3.306878e-6 weeks 7.61e-7 months and 5 minutes.Quad Cities Generating Station M-4 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 APPENDIX N ETE Criteria Checklist N. ETE CRITERIA CHECKLIST Table N-1. ETE Review Criteria Checklist NR Reie Crtei Crtro Adrse Comments.1.0 Introduction

a. The emergency planning zone (EPZ) and surrounding area Yes Section 1.2 should be described.

b. A map should be included that identifies primary features Yes Figure 1-1 of the site, including major roadways, significant topographical features, boundaries of counties, and population centers within the EPZ.c. A comparison of the current and previous ETE should be Yes Table 1-3 provided and includes similar information as identified in Table 1-1, "ETE Comparison," of NUREG/CR-7002.

1.1 Approach a. A discussion of the approach and level of detail obtained Yes Section 1.3 during the field survey of the roadway network should be provided.b. Sources of demographic data for schools, special facilities, Yes Section 2.1 large employers, and special events should be identified.

Section 3 c. Discussion should be presented on use of traffic control Yes Section 1.3, Section 2.3, Section 9, plans in the analysis.

Appendix G d. Traffic simulation models used for the analyses should be Yes Section 1.3, Table 1-3, Appendix B, identified by name and version. Appendix C Quad Cities Generating Station Evacuation Time Estimate N-1 KLD Engineering, P.C.Rev. 0

.R Reie Crtei Crtro Addressed-Coment e. Methods used to address data uncertainties should be described.

Yes Section 3 -avoid double counting Section 5, Appendix F -5% sampling error at 95% confidence interval for telephone survey 1.2 Assumptions

a. The planning basis for the ETE includes the assumption Yes Section 2.3 -Assumption 1 that the evacuation should be ordered promptly and no Section 5.1 early protective actions have been implemented.

b. Assumptions consistent with Table 1-2, "General Yes Sections 2.2, 2.3 Assumptions," of NUREG/CR-7002 should be provided and include the basis to support their use.1.3 Scenario Development

a. The ten scenarios in Table 1-3, Evacuation Scenarios, Yes Tables 2-1, 6-2 should be developed for the ETE analysis, or a reason should be provided for use of other scenarios.

1.3.1 Staged Evacuation

a. A discussion should be provided on the approach used in Yes Sections 5.4.2, 7.2 development of a staged evacuation.

1.4 Evacuation Planning Areas a. A map of EPZ with emergency response planning areas Yes Figure 3-1, Figure 6-1 (ERPAs) should be included.b. A table should be provided identifying the ERPAs Yes Tables 6-1, 7-5, H-1 considered for each ETE calculation by downwind direction in each sector.Quad Cities Generating Station Evacuation Time Estimate N-2 KLD Engineering, P.C.Rev. 0 NR Reie Crieri Crtro Add ese Com ent in~~~ ET nayi c. A table similar to Table 1-4, "Evacuation Areas for a Staged Evacuation Keyhole," of NUREG/CR-7002 should be provided and includes the complete evacuation of the 2, 5, and 10 mile areas and for the 2 mile area/5 mile keyhole evacuations.

Yes Tables 6-1, 7-5, H-1 2.0 Demand Estimation

a. Demand estimation should be developed for the four Yes Permanent residents, employees, population groups, including permanent residents of the transients

-Section 3, Appendix E EPZ, transients, special facilities, and schools. Special facilities, schools -Section 8, Appendix E 2.1 Permanent Residents and Transient Population

a. The US Census should be the source of the population Yes Section 3.1 values, or another credible source should be provided.b. Population values should be adjusted as necessary for Yes 2010 used as the base year for analysis.

No growth to reflect population estimates to the year of the growth of population necessary.

ETE.c. A sector diagram should be included, similar to Figure 2-1, Yes Figure 3-2"Population by Sector," of NUREG/CR-7002, showing the population distribution for permanent residents.

2.1.1 Permanent Residents with Vehicles a. The persons per vehicle value should be between 1 and 2 Yes 1.74 persons per vehicle -Table 1-3 or justification should be provided for other values.b. Major employers should be listed. Yes Appendix E -Table E-4 Quad Cities Generating Station Evacuation Time Estimate N-3 KLD Engineering, P.C.Rev. 0 SReie Crtei Crtro Addrsse Coment 2.1.2 Transient Population

a. A list of facilities which attract transient populations Yes Sections 3.3, 3.4, Appendix E should be included, and peak and average attendance for these facilities should be listed. The source of information used to develop attendance values should be provided.b. The average population during the season should be used, Yes Tables 3-4, 3-5, and Appendix E itemize the itemized and totaled for each scenario.

transient population and employee estimates.

These estimates are multiplied by the scenario specific percentages provided in Table 6-3 to estimate transient population by scenario -see page 6-1.c. The percent of permanent residents assumed to be at Yes Sections 3.3, 3.4 facilities should be estimated.

d. The number of people per vehicle should be provided.

Yes Sections 2.1, 3.3, 3.4 Numbers may vary by scenario, and if so, discussion on why values vary should be provided.e. A sector diagram should be included, similar to Figure 2-1 Yes Figure 3-6 -transients of NUREG/CR-7002, showing the population distribution Figure 3-8 -employees for the transient population.

2.2 Transit Dependent Permanent Residents a. The methodology used to determine the number of transit Yes Section 8.1, Table 8-1 dependent residents should be discussed.

b. Transportation resources needed to evacuate this group Yes Section 8.1, Tables 8-5, 8-10 should be quantified.

c. The county/local evacuation plans for transit dependent Yes Sections 8.1, 8.4 residents should be used in the analysis.Quad Cities Generating Station Evacuation Time Estimate N-4 KLD Engineering, P.C.Rev. 0 in ET Analysis d. The methodology used to determine the number of people with disabilities and those with access and functional needs who may need assistance and do not reside in special facilities should be provided.

Data from local/county registration programs should be used in the estimate, but should not be the only set of data.Yes Section 8.5 e. Capacities should be provided for all types of Yes Section 2.3 -Assumption 10 transportation resources.

Bus seating capacity of 50% Sections 3.5, 8.1, 8.2, 8.3 should be used or justification should be provided for higher values.f. An estimate of this population should be provided and Yes Table 8-1 -transit dependents information should be provided that the existing Section 8.5 -special needs registration programs were used in developing the estimate.g. A summary table of the total number of buses, Yes Section 8.4 -page 8-5 ambulances, or other transport needed to support Table 8-5 evacuation should be provided and the quantification of resources should be detailed enough to assure double counting has not occurred.2.3 Special Facility Residents a. A list of special facilities, including the type of facility, Yes Appendix E, Tables E-I through E-3 -list location, and average population should be provided, facilities, type, location, and population Special facility staff should be included in the total special facility population.

b. A discussion should be provided on how special facility Yes Sections 8.2, 8.3 data was obtained.Quad Cities Generating Station Evacuation Time Estimate N-5 KLD Engineering, P.C.Rev. 0

c. The number of wheelchair and bed-bound individuals Yes Section 8.3, Tables 8-4, E-3 should be provided.d. An estimate of the number and capacity of vehicles needed to support the evacuation of the facility should be provided.Yes Section 8.3 Tables 8-4, 8-5 e. The logistics for mobilizing specially trained staff (e.g., Yes Section 8.4 -Medical facilities medical support or security support for prisons, jails, and Section 8.6 -Clinton County Jail shelters-other correctional facilities) should be discussed when in-place appropriate.

2.4 Schools a. A list of schools including name, location, student Yes Table 8-2 population, and transportation resources required to Section 8.2 support the evacuation, should be provided.

The source of this information should be provided.b. Transportation resources for elementary and middle Yes Table 8-2, Section 8.2 schools should be based on 100% of the school capacity.c. The estimate of high school students who will use their Yes Section 8.2 personal vehicle to evacuate should be provided and a basis for the values used should be discussed.

d. The need for return trips should be identified if necessary.

Yes There are sufficient resources to evacuate schools in a single wave. However, Section 8.4 -page 8-8 and Figure 8-1 discuss the potential for a multiple wave evacuation Quad Cities Generating Station Evacuation Time Estimate N-6 KLD Engineering, P.C.Rev. 0 NRC Review Criteria Criterion Addressed Comments in ETE Analysis 2.5.1 Special Events a. A complete list of special events should be provided and Yes Section 3.7 -only one event suggested by includes information on the population, estimated Exelon and offsite agencies duration, and season of the event.b. The special event that encompasses the peak transient Yes Section 3.7 population should be analyzed in the ETE.c. The percent of permanent residents attending the event Yes Section 3.7 should be estimated.

2.5.2 Shadow Evacuation

a. A shadow evacuation of 20 percent should be included for Yes Section 2.2 -Assumption 5 areas outside the evacuation area extending to 15 miles Figure 2-1 from the NPP.Section 3.2 b. Population estimates for the shadow evacuation in the 10 Yes Section 3.2 to 15 mile area beyond the EPZ are provided by sector. Figure 3-4 Table 3-3 c. The loading of the shadow evacuation onto the roadway Yes Section 5 -Table 5-9 network should be consistent with the trip generation time generated for the permanent resident population.

2.5.3 Background and Pass Through Traffic a. The volume of background traffic and pass through traffic Yes Sections 3.6, 6 is based on the average daytime traffic. Values may be Table 3-6, 6-3, and 6-4 reduced for nighttime scenarios.

Quad Cities Generating Station Evacuation Time Estimate N-7 KLD Engineering, P.C.Rev. 0 NR Reie Crtei Crteio Addresse Coment b. Pass through traffic is assumed to have stopped entering the EPZ about two hours after the initial notification.

Yes Section 2.3- Assumption 5 Section 3.6 Table 6-3 -External Through Traffic footnote 2.6 Summary of Demand Estimation

a. A summary table should be provided that identifies the Yes total populations and total vehicles used in analysis for Tables 3-7, 3-8 permanent residents, transients, transit dependent residents, special facilities, schools, shadow population, and pass-through demand used in each scenario.3.0 Roadway Capacity a. The method(s) used to assess roadway capacity should be Yes 1 Section 4 discussed.

3.1 Roadway Characteristics

a. A field survey of key routes within the EPZ has been Yes Section 1.3, Appendix D conducted.

b. Information should be provided describing the extent of Yes Section 1.3, Appendix D the survey, and types of information gathered and used in the analysis.c. A table similar to that in Appendix A, "Roadway Yes Appendix K, Table K-1 Characteristics," of NUREG/CR-7002 should be provided.d. Calculations for a representative roadway segment should Yes Section 4 be provided.Quad Cities Generating Station Evacuation Time Estimate N-8 KLD Engineering, P.C.Rev. 0

.Reie Crtei Crtro Addesse Comment e. A legible map of the roadway system that identifies node numbers and segments used to develop the ETE should be provided and should be similar to Figure 3-1, "Roadway Network Identifying Nodes and Segments," of NUREG/CR-7002.Yes Appendix K, Figures K-1 through K-32 present the entire link-node analysis network at a scale suitable to identify all links and nodes 3.2 Capacity Analysis a. The approach used to calculate the roadway capacity for Yes Section 4 the transportation network should be described in detail and identifies factors that should be expressly used in the modeling.b. The capacity analysis identifies where field information Yes Section 1.3, Section 4 should be used in the ETE calculation.

3.3 Intersection Control a. A list of intersections should be provided that includes the Yes Appendix K, Table K-2 total number of intersections modeled that are unsignalized, signalized, or manned by response personnel.

b. Characteristics for the 10 highest volume intersections Yes Table J-1 within the EPZ are provided including the location, signal cycle length, and turn lane queue capacity.c. Discussion should be provided on how signal cycle time is Yes Section 4.1, Appendix C.used in the calculations.

3.4 Adverse Weather a. The adverse weather condition should be identified and Yes Table 2-1, Section 2.3 -Assumption 9 the effects of adverse weather on mobilization time Mobilization time -Table 2-2 should be considered.

Quad Cities Generating Station Evacuation Time Estimate N-9 KLD Engineering, P.C.Rev. 0 NR Reie Crtei Crtro AddrLessed Comet b. The speed and capacity reduction tactors identitied in Table 3-1, "Weather Capacity Factors," of NUREG/CR-7002 should be used or a basis should be provided for other values.Yes i abie Z-Z -based on HLM iUiU. Ine factors provided in Table 3-1 of NUREG/CR-7002 are from HCM 2000.c. The study identifies assumptions for snow removal on Yes Section 5.3 -page 5-9 streets and driveways, when applicable.

Appendix F -Section F.2.3 -page F-8 4.0 Development of Evacuation Times 4.1 Trip Generation Time a. The process used to develop trip generation times should Yes Section 5 be identified.

b. When telephone surveys are used, the scope of the Yes Appendix F survey, area of survey, number of participants, and statistical relevance should be provided.c. Data obtained from telephone surveys should be Yes Appendix F summarized.

d. The trip generation time for each population group should Yes Section 5, Appendix F be developed from site specific information.

Quad Cities Generating Station Evacuation Time Estimate N-10 KLD Engineering, P.C.Rev. 0 R Reie Crtei Crtron Adrse Comment 4.1.1 Permanent Residents and Transient Population

a. Permanent residents are assumed to evacuate from their homes but are not assumed to be at home at all times.Trip generation time includes the assumption that a percentage of residents will need to return home prior to evacuating.

Yes Section 5 discusses trip generation for households with and without returning commuters.

Table 6-3 presents the percentage of households with returning commuters and the percentage of households either without returning commuters or with no commuters.

Appendix F presents the percent households who will await the return of commuters.

Section 2.3, Assumption 3 b. Discussion should be provided on the time and method Yes Section 5.4.3 used to notify transients.

The trip generation time discusses any difficulties notifying persons in hard to reach areas such as on lakes or in campgrounds.

c. The trip generation time accounts for transients Yes Section 5.4.3, Figure 5-1 potentially returning to hotels prior to evacuating.

d. Effect of public transportation resources used during Yes Section 3.7 special events where a large number of transients should be expected should be considered.

e. The trip generation time for the transient population Yes Section 5, Table 5-9 should be integrated and loaded onto the transportation network with the general public.Quad Cities Generating Station Evacuation Time Estimate N-11 KLD Engineering, P.C.Rev. 0 R Reie Crtei Crteio Addese Comet 4.1.2 Transit Dependent Residents a. If available, existing plans and bus routes should be used Yes Section 8.4 -page 8-6. Designed bus in the ETE analysis.

If new plans should be developed with routes to service population centers in the the ETE, they have been agreed upon by the responsible EPZ -see Figure 8-2, Table 8-10 authorities.

b. Discussion should be included on the means of evacuating Yes Section 8.4, 8.5 ambulatory and non-ambulatory residents.

c. The number, location, and availability of buses, and other Yes Section 8.4, Table 8-5 resources needed to support the demand estimation should be provided.d. Logistical details, such as the time to obtain buses, brief Yes Section 8.4, Figure 8-1 drivers, and initiate the bus route should be provided.e. Discussion should identify the time estimated for transit Yes Section 8.4 dependent residents to prepare and travel to a bus pickup point, and describes the expected means of travel to the pickup point.f. The number of bus stops and time needed to load Yes Section 8.4, Tables 8-11 through 8-13 passengers should be discussed.

g. A map of bus routes should be included.

Yes Figure 8-2 h. The trip generation time for non-ambulatory persons Yes Section 8.5 includes the time to mobilize ambulances or special vehicles, time to drive to the home of residents, loading time, and time to drive out of the EPZ should be provided.Quad Cities Generating Station Evacuation Time Estimate N-12 KLD Engineering, P.C.Rev. 0

.R Re.e Crtei Critrio Addese Comment i. Information should be provided to supports analysis of return trips, if necessary.

Yes Sections 8 Figure 8-1 Tables 8-1.4, 8.5 I through 8-13 4.1.3 Special Facilities

a. Information on evacuation logistics and mobilization times Yes Section 8.4 should be provided.

Tables 8-7 through 8-9, and Tables 8-14 through 8-16 b. Discussion should be provided on the inbound and Yes Sections 8.4 outbound speeds.c. The number of wheelchair and bed-bound individuals Yes Section 8.4 should be provided, and the logistics of evacuating these Tables 8-4, 8-14 through 8-16 residents should be discussed.

d. Time for loading of residents should be provided Yes Section 8.4 e. Information should be provided that indicates whether the Yes Section 8.4 evacuation can be completed in a single trip or if additional trips should be needed.f. If return trips should be needed, the destination of Yes Section 8.4 vehicles should be provided.g. Discussion should be provided on whether special facility Yes Section 8.4 residents are expected to pass through the reception center prior to being evacuated to their final destination.

Quad Cities Generating Station Evacuation Time Estimate N-13 KLD Engineering, P.C.Rev. 0 N Reie Crieri Crtro Adrsse Coment h. Supporting information should be provided to quantify the time elements for the return trips.Yes Section 8.4 Tables 8-7 through 8-9 and Tables 8-14 through 8-16 4.1.4 Schools a. Information on evacuation logistics and mobilization time Yes Section 8.4 should be provided.b. Discussion should be provided on the inbound and Yes School bus routes are presented in Table outbound speeds. 8-6.School bus speeds are presented in Tables 8-7 (good weather), 8-8 (rain) and 8-9 (snow).Section 8.4 discusses inbound and outbound speeds c. Time for loading of students should be provided.

Yes Tables 8-7 through 8-9 Discussion in Section 8.4 d. Information should be provided that indicates whether the Yes Section 8.4 -page 8-5 evacuation can be completed in a single trip or if Table 8-5 additional trips are needed.e. If return trips are needed, the destination of school buses Yes Return trips are not needed. Sufficient should be provided, resources to evacuate in single wave -page 8-5 Quad Cities Generating Station Evacuation Time Estimate N-14 KLD Engineering, P.C.Rev. 0 R Reie Crtei Crteio Addese Coment f. If used, reception centers should be identified.

Discussion should be provided on whether students are expected to pass through the reception center prior to being evacuated to their final destination.

Yes Table 8-3. Students are evacuated to relocation centers where they will be picked up by parents or guardians.

g. Supporting information should be provided to quantify the Yes Return trips are not needed. Tables 8-7 time elements for the return trips, through 8-9 provide time needed to arrive at relocation center, which could be used to compute a second wave evacuation if necessary 4.2 ETE Modeling a. General information about the model should be provided Yes DYNEV II (Ver. 4.0.18.0).

Section 1.3, Table and demonstrates its use in ETE studies. 1-3, Appendix B, Appendix C.b. If a traffic simulation model is not used to conduct the ETE No Not applicable as a traffic simulation calculation, sufficient detail should be provided to validate model was used.the analytical approach used. All criteria elements should have been met, as appropriate.

4.2.1 Traffic Simulation Model Input a. Traffic simulation model assumptions and a representative Yes Appendices B and C describe the set of model inputs should be provided, simulation model assumptions and algorithms Table J-2 -model inputs Quad Cities Generating Station Evacuation Time Estimate N-15 KLD Engineering, P.C.Rev. 0 NRC Review Criteria Criterion Addressed Comments in ETE Analysis b. A glossary of terms should be provided for the key performance measures and parameters used in the analysis.Yes Appendix A Tables C-1, C-2 4.2.2 Traffic Simulation Model Output a. A discussion regarding whether the traffic simulation Yes Appendix B model used must be in equilibration prior to calculating the ETE should be provided.b. The minimum following model outputs should be provided Yes 1. Table J-5.to support review: 2. Table J-3.1. Total volume and percent by hour at each EPZ exit 3. Table J-1.node. 4. Table J-3.2. Network wide average travel time. 5. Figures J-1 through J-14 (one plot 3. Longest queue length for the 10 intersections with the for each scenario considered).

highest traffic volume. 6. Table J-4. Network wide average 4. Total vehicles exiting the network. speed also provided in Table J-3.5. A plot that provides both the mobilization curve and evacuation curve identifying the cumulative percentage of evacuees who have mobilized and exited the EPZ.6. Average speed for each major evacuation route that exits the EPZ.c. Color coded roadway maps should be provided for various Yes Figures 7-3 through 7-8 times (i.e., at 2, 4, 6 hrs., etc.) during a full EPZ evacuation scenario, identifying areas where long queues exist including level of service (LOS) "E" and LOS "F" conditions, if they occur.Quad Cities Generating Station Evacuation Time Estimate N-16 KLD Engineering, P.C.Rev. 0

.R Reie Crtei Crteio Addresse Comet 4.3 Evacuation Time Estimates for the General Public a. The ETE should include the time to evacuate 90% and Yes Tables 7-1, 7-2 100% of the total permanent resident and transient population

b. The ETE for 100% of the general public should include all Yes Section 5.4 -truncating survey data to members of the general public. Any reductions or eliminate statistical outliers truncated data should be explained.

Table 7-2 -1 0 0 th percentile ETE for general public c. Tables should be provided for the 90 and 100 percent ETEs Yes Tables 7-3, 7-4 similar to Table 4-3, "ETEs for Staged Evacuation Keyhole," of NUREG/CR-7002.

d. ETEs should be provided for the 100 percent evacuation of Yes Section 8.4 special facilities, transit dependent, and school Tables 8-7 through 8-9 populations.

Tables 8-14 through 8-16 5.0 Other Considerations 5.1 Development of Traffic Control Plans a. Information that responsible authorities have approved Yes Section 9, Appendix G the traffic control plan used in the analysis should be provided.b. A discussion of adjustments or additions to the traffic Yes Section 9, Appendix G control plan that affect the ETE should be provided.5.2 Enhancements in Evacuation Time a. The results of assessments for improvement of evacuation Yes Appendix M, Section M.4 time should be provided.Quad Cities Generating Station Evacuation Time Estimate N-17 KLD Engineering, P.C.Rev. 0 in ET Analysis-b. A statement or discussion regarding presentation of enhancements to local authorities should be provided.Yes The local authorities were engaged in the ETE development and informed of the study results. In particular, sensitivity study information was provided to show potential impacts of selected ETE variables.

5.3 State and Local Review a. A list of agencies contacted and the extent of interaction Yes Table 1-1 with these agencies should be discussed.

b. Information should be provided on any unresolved issues Yes There are no outstanding issues that may affect the ETE.5.4 Reviews and Updates a. A discussion of when an updated ETE analysis is required Yes Appendix M, Section M.3 to be performed and submitted to the NRC.5.5 Reception Centers and Congregate Care Center a. A map of congregate care centers and reception centers Yes Figure 10-1 should be provided.b. If return trips are required, assumptions used to estimate Yes Section 8.4 discusses a multi-wave return times for buses should be provided, evacuation procedure.

Figure 8-1 c. It should be clearly stated if it is assumed that passengers Yes Reception centers are also congregate care are left at the reception center and are taken by separate centers -see Section 10 buses to the congregate care center.Quad Cities Generating Station Evacuation Time Estimate N-18 KLD Engineering, P.C.Rev. 0 Technical Reviewer Date Technical Reviewer Date Supervisory Review Date Quad Cities Generating Station N-19 Evacuation Time Estimate KLD Engineering, P.C.Rev. 0

RS-14-014, Attachment 2: Kld TR-631, Rev. 0, Quad Cities Generating Station Development of Evacuation Time Estimates, Page J-1 Through End

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